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HomeMy WebLinkAboutEIR 05-05; PONTO BEACHFRONT VILLAGE VISION PLAN; Environmental Impact Report (EIR)(Final- Appendix Volume V); 2007-08-01August2007 Ponto r>eaehfront Village Vision Plan Final Environmentat Impact Report; Ap~ndix VQf yme V CAp~ndix G-1 (1 ofr 2] with Traffie App¢ndiees A-{]~ SCH# 20070~1141 t:IR o,;-o~/GrA (:)j-04/ LePA Oj-ell/DI 05-01 Prepared for: ~ ~ Ci~ of Carlsbad Planning Department 16}5 farada.si Avenue Carlsbad, California 92008 Contact: christer Westman, Pr~ect Manager (760)602-4-614 Prepared b.si: C O NSULTING 9755 clairemont Mesa f>oulevard, Suite 100 San Diego, California 92124 (858) 614-5000 -Fax (858) 61+-5001 Rf>f JN 25-101951.001 PONTO BEACHFRONT VILLAGE VISION PLAN FINAL ENVIRONMENTAL IMPACT REPORT SCH#2007031141 EIR 05-05/GPA 05-04/LCPA 05-01/DI 05-01 APPENDIX VOLUME V (APPENDIX G-1 OF 2 WITH TRAFFIC APPENDICES A-G) Prepared For: City of Carlsbad Planning Department 1635 Faraday Avenue Carlsbad, California 92008 Contact: Christer Westman, Project Manager (760) 602-4614 Prepared By: RBF Consulting 9755 Clairemont Mesa Boulevard, Suite 100 San Diego, California 92124 (858) 614-5000 FAX (858) 614-5001 RBF JN 25-101951.001 August 2007 APPENDIX VOLUME V (APPENDIX G-1 [1 OF 2]) Appendix G-1 (1 of 2): Traffic Constraints Study & Appendices A-G of Traffic Constraints Study APPENDIX G-1 (1 of 2) Traffic Constraints Study and Appendices A-G of Traffic Constraints Study PONTO BEACHFRONT VILLAGE VISION PLAN TRAFFIC CONSTRAINTS STUDY SCH#2007031141 EIR 05-05/GPA 05-04/ LCPA05-01 /DI 05-01 Prepared for City of Carlsbad 1635 Faraday Avenue, Carlsbad, CA 92008 Prepared by CONSULTING 5050 Avenida Encinas, Suite 260, Carlsbad, CA 92008 CONTACT: DAWN WILSON 760.476.9193 dwilson@rbf.com Revised: August 2007 JN 25-101951.001 TABLE OF CONTENTS Executive Summary ...................................................................................................................... 1 Analysis Methodology ................................................................................................................... 7 Existing Conditions ....................................................................................................................... 12 Ponto Beachfront Village Vision Plan Land Use Description ........................................................ 26 Trip Generation ............................................................................................................................. 26 Trip Distribution & Assignment ...................................................................................................... 29 Existing Plus Vision Plan Analysis ................................................................................................ 29 Traffic Modeling Methodology ..................................................................................................... .43 Near Term (2010) Analysis ........................................................................................................... 45 Horizon Year (2030) Analysis ....................................................................................................... 63 Recommended Mitigation Measures ................................................................................................ 82 Caltrans Operational Analysis .......................................................................................................... 84 Conclusion ................................................................................................................................... 92 Appendix A: Appendix B: Appendix C: Appendix D: Appendix E: Appendix F: Appendix G: Appendix H: Appendix 1: Appendix J: Appendix K: Appendix L: APPENDICES SANTEC/lTE Traffic Study Guidelines and Traffic Count Sheets Weekday vs. Weekend Comparison Worksheets Existing ICU Worksheets Existing plus Vision Plan ICU Worksheets Near Term (2010) Cumulative Projects Background Data Near Term (2010) Post Processing Worksheets Near Term (2010) Without and With Vision Plan HCM Worksheets Horizon Year (2030) Without and With Vision Plan HCM Worksheets, Post Processing Worksheets, and Peak Hour Segment Summary. Horizon Year (2030) Mitigated Level of Service Worksheets Caltrans ILV Worksheets Caltrans Freeway Worksheets Traffix (ICU) saturation Flow Rate Adjustment LIST OF EXHIBITS Exhibit 1: Regional Location .......................................................................................................... 2 Exhibit 2: Study Intersections ........................................................................................................ 8 Exhibit 3: Existing Intersection Geometry ...................................................................................... 13 Exhibit 4: Existing Peak Hour Volumes ......................................................................................... 18 Exhibit 5: Existing ADT Volumes ................................................................................................... 20 Exhibit 6A: Existing AM Level of Service ....................................................................................... 21 Exhibit 6B: Existing PM Level of Service ....................................................................................... 22 Exhibit 7: Ponto Beachfront Village Vision Site Plan ...................................................................... 28 Exhibit 8: Trip Distribution ............................................................................................................. 31 Exhibit 9: Ponto Beachfront Village Vision Plan Trip Assignment .................................................. 33 Exhibit 10: Existing plus Vision Plan Peak Hour Volumes ............................................................. 35 Exhibit 11A: Existing with Vision Plan AM Level of Service ........................................................... 37 Exhibit 11 B: Existing with Vision Plan PM Level of Service ........................................................... 38 Exhibit 12: Near Term (2010) Peak HourVolumes ........................................................................ 51 Exhibit 13: Near Term (2010) with Vision Plan Peak Hour Volumes ............................................. 53 Exhibit 14: Near Term (2010) ADT Volumes ................................................................................. 55 Exhibit 15: Near Term (2010) with Vision Plan ADT Volumes ....................................................... 56 Exhibit 16: Near Term (2010) Intersection Geometry .................................................................... 57 Exhibit 17 A: Near Term (2010) AM Level of Service ..................................................................... 59 Exhibit 17B: Near Term (2010) PM Level of Service ..................................................................... 60 Exhibit 18A: Near Term (2010) With Vision Plan AM Level of Service ........................................... 61 Exhibit 18B: Near Term (2010) With Vision Plan PM Level of Service ........................................... 62 Exhibit 19: Horizon Year (2030) Peak Hour Volumes .................................................................... 64 Exhibit 20: Horizon Year (2030) With Vision Plan Peak Hour Volumes ......................................... 66 Exhibit 21: Horizon Year (2030) ADT Volumes .............................................................................. 68 Exhibit 22: Horizon Year (2030) With Vision Plan ADT Volumes ................................................... 69 Exhibit 23: Horizon Year (2030) Intersection Geometry ................................................................. 70 Exhibit 24A: Horizon Year (2030) AM Level of Service .................................................................. 74 Exhibit 24B: Horizon Year (2030) PM Level of Service .................................................................. 75 Exhibit 25A: Horizon Year (2030) With Vision Plan AM Level of Service ....................................... 76 Exhibit 25B: Horizon Year (2030) With Vision Plan PM Level of Service ....................................... 77 LIST OF TABLES Table 1: ICU Level of Service Thresholds ..................................................................................... 9 Table 2: HCM Intersection LOS & Delay Ranges ......................................................................... 9 Table 3: LOS Criteria For Basic Freeway Segments .................................................................... 10 Table 4: Intersection Lane Volume {ILV) Operational Thresholds ................................................. 11 Table 5: Ponto Area Trip Generation Rates Existing General Plan Land Use ................................ 15 Table 6: Existing General Plan Land Use Trip Generation ............................................................ 15 Table 7: Existing Conditions Peak Hour Intersection LOS ............................................................. 21 Table 8: Existing Conditions Peak Hour Roadway Segment LOS ................................................. 22 Table 9: SAN DAG Trip Generation Rates ..................................................................................... 24 Table 10: Ponto Beachfront Village Vision Plan Forecast Traffic ................................................... 26 Table 11: Existing plus Vision Plan Peak Hour Intersection LOS (ICU) ......................................... 36 Table 12: Existing plus Vision Plan Peak Hour Roadway Segment LOS ....................................... 37 Table 13: Near Term (2010) Peak Hour Intersection LOS (HCM) ................................................. .48 Table 14: Near Term (2010) Peak Hour Roadway Segment LOS ................................................. 55 Table 15: Horizon Year (2030) Peak Hour Intersection LOS (HCM) .............................................. 69 Table 16: Horizon Year (2030) Peak Hour Roadway Segment LOS .............................................. 74 Table 17: Summary of Forecast Deficient Intersections ................................................................. 79 Table 18: Recommended Mitigation Measures for Significantly Impacted Intersections ................ 80 Table 19: ILV Operation Analysis ..................................................................................................... 81 Table 20: Existing Freeway Mainline Segment Level of Service Analysis -Interstate 5 ............... 86 Table 21: Near Term (2010) Freeway Mainline Segment Level of Service Analysis Interstate 5 ................................................................................................................... 87 Table 22: Horizon Year (2030) Freeway Mainline Segment Level of Service Analysis - Interstate 5 ................................................................................................................... 88 Table 23: Near Term (2010) With and Without Vision Plan Ramp Meter Analysis - Interstate 5 Northbound/Southbound On-Ramps ......................................................... 90 Table 24: Horizon Year (2030) With and Without Vision Plan Ramp -Interstate 5 Northbound/Southbound On-Ramps ............................................................................ 91 EXECUTIVE SUMMARY This traffic report evaluates the forecast traffic impact associated with the proposed land uses as described in the Ponto Beachfront Village Vision Plan. The Ponto Beachfront Village Vision Plan consists of a mixture of compatible land uses including hotel and resort uses, live/work condominium units, townhouses, apartments, office, retail and restaurants. The Ponto Beachfront Village is defined by the property located on the east side of Carlsbad Boulevard, between northern end of the Batiquitos Lagoon and Ponto Drive in the City of Carlsbad. The regional project location is illustrated in Exhibit 1. Development of the site as described in the Ponto Beachfront Village Vision Plan is forecast to generate approximately 15,161 vehicle trips per day, which includes approximately 964 a.m. peak hour trips and approximately 1,244 p.m. peak hour trips. The land uses included in the Vision Plan are consistent with the General Plan designations for the Ponto Area. Development under the Vision Plan would be within the allowable General Plan ADT range of 12,708 to 15,408 trips per day. This report was prepared in compliance with the City of Carlsbad Growth Management Plan and with the regionally accepted traffic study guidelines published by SANTEC/ITE. Consistent with those guidelines, the following scenarios were evaluated: • Existing Conditions; • Existing plus Vision Plan; 0 Near Term (2010) without Vision Plan; 0 Near Term (2010) with Vision Plan; 0 Horizon year (2030) without Vision Plan; and 0 Horizon year (2030) with Vision Plan. Intersection Analysis The study area was identified to include 35 intersections and 20 roadway segments. The results of the analysis show that all study intersections currently operate at acceptable levels of service based on the ICU methodology. The addition of traffic associated with the land use designations proposed in the Ponto Beachfront Village Vision Plan to the existing traffic volumes results in similar operating conditions at all study intersections, with the exception of the unsignalized intersection of La Costa Avenue / Vulcan Avenue, which is forecast to operate at a deficient LOS. In accordance with City Growth Management Plan, both Near Term and Horizon Year conditions were evaluated using the delay based 2000 Highway Capacity Manual (HCM) methodology. The results of the Near Term (2010) analysis, which included all cumulative projects within the study area, assumes 2010 conditions intersection geometry. 1 0 NOTTO SCALE PROJECT LOCATION MIRAMAR 25-101951 001 VISTA EL CAJON JAMACHA Regional Location EXHIBIT 1 The Horizon Year 2030 conditions were evaluated without and with the proposed land uses included in the Ponto Beachfront Village Vision Plan. The Horizon Year analysis assumes buildout of the City's Circulation Element roadways and improvements at existing intersections as planned through the City of Carlsbad Traffic Impact Fee Program. The results of the Near Term (2010) and Horizon Year (2030) analysis show that all study intersections are forecast to operate at acceptable levels of service when evaluated using HCM methodology with the exception of the following intersections, which are forecast to operate at LOS E or F: Near Term (2010) • Palomar Airport Road / El Camino Real • Palomar Airport Road / El Fuerte Street • La Costa Avenue / Vulcan Avenue o La Costa Avenue/ El Camino Real • La Costa Avenue/ N. Coast Highway 101 Horizon Year (2030) • Palomar Airport Road / 1-5 Northbound Ramps • Palomar Airport Road / El Camino Real • Palomar Airport Road / El Fuerte Street • Palomar Airport Road / Melrose Drive • El Camino Real / Camino Vida Roble • La Costa Avenue/ N. Coast Highway 101 • La Costa Avenue/ Vulcan Avenue • La Costa Avenue/ El Camino Real These intersections are forecast to operate at "Failing" (LOS E or F) conditions with and without the proposed land use intensity included for the Ponto Beachfront Village Vision Plan. Roadway Segment Analysis Roadway segments were evaluated for the peak hour to satisfy City of Carlsbad Growth Management Plan requirements. Based upon the peak hour analysis, most study roadway segments operate at acceptable levels of service under all study scenarios without and with the proposed land uses in the Ponto Beachfront Village Vision Plan. By horizon year 2030, the two-lane segment of La Costa Avenue between Vulcan Avenue and 1-5 is forecasted to operate at deficient LOS in the westbound direction in the p.m. peak hour. This deficient operating condition is forecast to occur without and with the proposed land uses described in the Ponto Beachfront Village Vision Plan. 3 Ca/trans Analysis Because of the project's proximity to Interstate 5, a state owned facility, Caltrans requested an evaluation of freeway segments, on-ramps and intersections that provide access to the project site. All analysis completed was in accordance with Caltrans traffic study requirements. Six Caltrans ramps were evaluated using the Intersection Lane Volume (ILV) methodology. The results of the analysis show that of the six ramps evaluated, five are forecast to operate within the available capacity through 2030 without or with the proposed land use designations included in the Ponto Beachfront Village Vision Plan. The intersection of Palomar Airport Road/I-5 Northbound Ramps is forecasted to operate above capacity in the a.m. peak hour without or with the land uses identified in the Vision Plan. The results of the HCM freeway mainline segment analysis shows that all eight selected freeway segments operate at acceptable levels of service (LOS E or better) under all conditions with and without the Vision Plan. The ramp metering analysis results show that the short-term (2010) and Horizon Year (2030) peak hour demand at the following on-ramps is forecast to exceed the current meter flow rate capacity: o Poinsettia Ln. Southbound On-Ramp (a.m./p.m. peak hour) 2010 and 2030; o Palomar Airport Road West to Southbound On-Ramp (p.m. peak hour) 2010 and 2030; o Palomar Airport Rd. Southbound On-Ramp (p.m. peak hour) 2030. Significant Impacts The City of Carlsbad and SANTEC/ITE traffic study guidelines identify significant impacts if one of the following two criteria is met: o The addition of trips generated by the proposed land use in the Vision Plan result in a change in operating conditions from acceptable to deficient, OR ,. When an intersection or roadway segment is operating at deficient service levels, the addition of trips generated by the proposed land use in the Vision Plan results in a change in V/C ratio of more than 2% (0.02) when compared to the no-build Vision Plan condition for roadway segments or intersections evaluated using the ICU methodology. For future year scenarios, an increase in delay of more than 2.0 seconds at a deficient intersection results in a significant impact. Based on these thresholds, two intersections and one roadway segment are forecast to be significantly impacted by the land uses identified in the Ponto Beachfront Village Vision Plan. At these locations, mitigation measures are required that would reduce the impact to less than significant. The recommended 4 improvements that would reduce the impact to less than significant are as follows: La Costa Ave/ N. Coast Highway 101: (2010 & 2030) La Costa Ave / Vulcan Ave: (Existing, 2010 & 2030) Westbound La Costa Ave east of Vulcan Ave: (2030) Widen North leg to Include: 2 Left Turn Lanes and 2 Thru Lanes, and Widen East leg to Include: 2 Left Turn Lanes and 1 Right Turn Lane Alternative 1: Install Traffic Signal (with La Costa Widening) Alternative 2: Restrict Left Turn Access Widen WB la Costa Avenue from east of Vulcan to N. Coast Highway 101 to accommodate proposed intersection improvements. Improvements identified above are consistent with improvements conditioned upon the Highway 101 Corridor Specific Plan, which was approved by City of Encinitas. Portions of the intersection improvements were in design at the time this report was prepared by other developers in the study area. However, the ultimate intersection improvements along La Costa Avenue will require that the bridge crossing the railroad tracks be widened from two lanes to four lanes. It is recommended that the Ponto Beachfront Village Vision Plan contribute a prorated fair share toward the ultimate improvements along La Costa Avenue, including the partial widening and intersection improvements, to address the cumulative indirect impacts. 5 INTRODUCTION This traffic report evaluates the forecast traffic impacts associated with development as described in the proposed Ponto Beachfront Village Vision Plan. The Ponto Beachfront Village Vision Plan includes a mixture of compatible land uses including hotel and resort uses, live/work condominium units, townhouses, apartments, office, retail and restaurants. The Ponto Beachfront Village is defined by the property located on the east side of Carlsbad Boulevard, between the northern end of the Batiquitos Lagoon and Ponto Drive in the City of Carlsbad. The regional vicinity of the project is illustrated in Exhibit 1. This report was prepared in compliance with the City of Carlsbad Growth Management Plan and with the regionally accepted traffic study guidelines published by SANTEC/ITE. Consistent with those guidelines, this report evaluates existing, near term (2010) and horizon year (2030) conditions without and with the proposed Vision Plan. STUDY SCENARIOS The purpose of this traffic analysis is to determine the forecast Vision Plan related impacts associated with the proposed land use intensity included in the Ponto Beachfront Village Vision Plan. To make this determination, the following six scenarios were evaluated: o Existing Conditions -Existing traffic volumes evaluated with the existing intersection geometry. o Existing plus Vision Plan Conditions -Forecast Ponto Beachfront Village traffic volumes added to the existing conditions traffic and evaluated with the existing intersection geometry. • Near Term (2010) without Vision Plan -Forecast year 2010 traffic volumes evaluated with 2010 future intersection geometry. Near Term (2010) with Vision Plan -Forecast year 2010 traffic volumes with proposed Ponto Beachfront Village forecast trips. Evaluated with 2010 future intersection geometry. • Horizon year (2030) without Vision Plan Conditions -Forecast 2030 traffic volumes with existing Ponto Area land uses evaluated with 2030 future intersection geometry (Traffic Impact Fee improvements). o Horizon year (2030) with Vision Plan Conditions -Forecast 2030 traffic volumes with proposed Ponto Vision Plan evaluated with 2030 future intersection geometry (Traffic Impact Fee improvements). 6 STUDY AREA The study area was defined based on the distribution of trips associated with land use intensity as described in the Ponto Beachfront Village Vision Plan on the roadway network. Distribution data was obtained by modeling a select zone assignment using North County Subarea model based on the SAN DAG Series 10 traffic model. All CMP intersections with more than 50 peak hour trips or City intersections known to be at risk for future failing operation were included in the study area. The list of study intersections was determined based on discussion with City staff and SANTEC/ITE and San Diego County Congestion Management Plan (CMP) guidelines. The following study intersections were included for analysis in this traffic report and are illustrated in Exhibit 2: • Palomar Airport Road/ Avenida Encinas -(1) • Paseo Del Norte/ Camino Del Las Ondas -(19) • Palomar Airport Road / 1-5 SB Ramps -(2) • Poinsettia Lane/ Batiquitos Drive -(20) • Palomar Airport Road / 1-5 NB Ramps -(3) • Poinsettia Lane/ Aviara Parkway -(21) • Palomar Airport Road/ Paseo Del Norte -(4) • El Camino Real / Cassia Road -(22) • Palomar Airport Road / Armada Drive -(5) • El Camino Real / Camino Vida Robe -(23) • Palomar Airport Road / Hidden Valley Road -(6) • Carlsbad Boulevard / Ponto Drive -(24) • Palomar Airport Road / College Boulevard -(7) • Carlsbad Boulevard/ Beach Way (Future) -(25) o Palomar Airport Road/ Camino Vida Roble -(8) • Carlsbad Boulevard/ Avenida Encinas -(26) • Palomar Airport Road / El Camino Real -(9) • Ponto Drive I Avenida Encinas -(27) o Palomar Airport Road/ El Fuerte St. -(10) • La Costa Avenue/ N. Coast Highway 101 -(28) • Palomar Airport Road/ Melrose Drive -(11) • La Costa Avenue/ Vulcan Avenue -(29) • Carlsbad Boulevard/ Island Way-(12) • La Costa Avenue / 1-5 SB Ramps -(30) • Carlsbad Boulevard/ Breakwater Road -(13) • La Costa Avenue/ 1-5 NB Ramps -(31) o Carlsbad Boulevard/ Poinsettia Lane -(14) • La Costa Avenue / Piraeus St. -(32) • Poinsettia Lane/ Avenida Encinas -(15) • El Camino Real/ La Costa Avenue -(33) • Poinsettia Lane/ 1-5 SB Ramps -( 16) • N .Coast Highway 101 /Leucadia Boulevard -(34) • Poinsettia Lane/ 1-5 NM Ramps -(17) • La Costa Ave. / Sheridan Rd. -(35) • Poinsettia Lane/ Paseo Del Norte -(18) ANALYSIS METHODOLOGY The study intersection operations were analyzed according to the Carlsbad Growth Management Plan using the Intersection Capacity Utilization (ICU) method to determine intersection Level of Service (LOS) for existing conditions and the 2000 Highway Capacity Manual (HCM) for all future conditions. Intersection ICU The ICU method uses per lane capacity and intersection movement volumes to determine the volume-to- capacity (V/C) ratio and critical movements. Lane capacities of 1,800 vehicles-per-hour (vph) for each left turn lane, 2,000 vph for each through-lane, and 1,800 vph for each right-turn lane was used in the analysis. The intersection LOS is based on the sum of the critical movements otherwise referred to as the total intersection V/C ratio shown in Table 1. 7 \,"' Costa Ave. Leucadia Blvd. NOTTO SCALE Study Intersections 25-101951.001 EXHIBIT 2 Table 1 ICU Level of Service Thresholds V/C Ratio LOS 0.00 -.60 A 0.61 -0.70 B 0.71 -0.80 C 0.81 -0.90 D 0.91 -1.00 E over 1.00 F Intersection HCM The 2000 Highway Capacity Manual (HCM) methodology for Signalized Intersections was used to determine the operating Levels of Service (LOS) of the study intersections for all future conditions. The HCM methodology describes the operation of an intersection using a range of levels of service (LOS) from LOS A (free-flow conditions) to LOS F (severely congested conditions), based on corresponding average stopped delay per vehicle shown in Table 2. Table 2 HCM Intersection LOS & Delay Ranges Delay (seconds/vehicle) LOS Signalized Intersections Unsignalized Intersections A .'.::.10.0 .'.::. 10.0 B > 10.0 to.'.::. 20.0 > 10.0 to.'.::. 15.0 C > 20.0 to.'.::. 35.0 > 15.0 to.'.::. 25.0 D > 35.0 to.'.::. 55.0 > 25.0 to .'.::. 35.0 E > 55.0 to.'.::. 80.0 > 35.0 to.'.::. 50.0 F > 80.0 > 50.0 Source: 2000 Highway Capacity Manual. In analyzing intersections based on delay, signal operation parameters such as cycle length, green time and intersection clearance time was considered in the analysis. Currently intersections along El Camino Real and Palomar Airport Road are running as a coordinated signal system with cycle lengths ranging from 120 to 140 seconds. HCM analysis was used to evaluate short term and horizon year conditions, which is based on forecast future traffic volumes. Signals along these two corridors were evaluated using the cycle length of 120 seconds during the a.m. and p.m. peak hour. Green time splits were allowed to optimize based on the distribution of traffic on each approach within the 120-second signal cycle. Clearance time, lane widths and other operational parameters were set to the HCM recommended values. 9 Peak Hour Segment Analysis The City of Carlsbad requires a peak hour segment analysis to evaluate roadway segment operations. Peak hour segment level of service is calculated by taking the greatest one-way traffic volume in either direction and dividing that volume by the segment peak hour capacity. A maximum capacity of 1,800 vehicles per hour per lane (vphpl) was used in this calculation regardless of roadway classification. The LOS thresholds based on V/C ratios for segments are the same as in the intersection analysis, shown previously in Table 1. Ca/trans Analysis In accordance with Caltrans requirements, the following analysis was conducted using the 2000 Highway Capacity Manual and the 2000 Highway Design Manual: " Freeway o 2000 Highway Capacity Manual (HCM)° Basic Freeway Segment Analysis • Intersections o Caltrans Intersection Lane Volume (ILV) Methodology o 2000 SANTEC/ITE TIS Guidelines Ramp Metering Analysis Basic Freeway Segment Analysis For sections of freeway undisturbed by the affects of the ramps (distance of more than 2,500 feet between freeway ramps), the freeway should be analyzed using the HCM 2000 method for Basic Freeway segments. Using this methodology, density, speed and Volume-to-Capacity (v/c) ratio is used to determine freeway segment LOS. Table 3 shows the level of service (LOS) for basic freeway segments as described in the 2000 HCM. Caltrans staff has indicated that LOS E or better is acceptable for peak hour freeway mainline segment operations. Table 3 LOS Criteria For Basic Freeway Segments LOS Density (pclmi/ln) A 0-11 8 > 11-18 C > 18-26 D > 26-35 E > 35-45 F > 45 Source: Transportation Research Board, Highway Capacity Manual, Special Report 209, Fourth Edition (Washington D.C., 2000). Intersection Lane Volume Analysis 10 The ILV methodology evaluates the traffic demand at an intersection to the available capacity at the intersection. Combining traffic signal phasing and intersection geometry with peak hour traffic volumes, the ILV methodology determines if a ramp is either "stable", "unstable" or at "capacity". The thresholds for operating conditions using the ILV methodology are summarized in Table 4. Table 4 Intersection Lane Volume (ILV) Operational Thresholds ILV/hr Description <1,200 Stable flow with slight, but acceptable delay. Occasional signal loading may develop. Free midblock operations. "Stable" Unstable flow with considerable delays possible. Some 1,200 to 1,500 vehicles occasionally wait two or more cycles to pass through the intersection. Continuous backup occurs on "Unstable" some approaches. Stop-and-go operation with severe delay and heavy congestion. Traffic volume is limited by maximum >1,500 discharge rates of each phase. Continuous backup in varying degrees occurs on all approaches. Where "Capacity" downstream capacity is restrictive, mainline congestion can impede orderly discharge through the intersection. Notes: Caltrans Highway Design Manual, Table 406. Ramp Metering Analysis Ramp metering analysis was performed at each of the state-owned interchanges along Interstate 5 for the Near Term (2010) and Horizon Year (2030) with and without Vision Plan conditions. A.m. and p.m. peak hour analysis was conducted using the methodology outlined in Attachment B of the 2000 SANTEC/ITE Traffic Impact Study Guidelines, the following factors are used in evaluating ramp meter operations: Demand: Meter Flow Rate: Excess Demand: Delay: Queue: The peak hour demand expected to use the on-ramp. The peak hour capacity expected to be processed through the ramp meter. (Demand) -(Meter Flow Rate), or zero, whichever is greater. (Excess Demand / Meter Flow Rate) X 60 minutes. (Excess Demand) X 29 feet per vehicle. Because each on-ramp consists of one high-occupancy vehicle (HOV) lane in addition to the one or two single-occupancy vehicle (SOV) lanes in each study scenario, a lane capacity factor was added to the ramp metering analysis calculations based on the proportion of traffic using the HOV lane and the SOV lane(s). 11 Attachment B from the 2000 SANTEC/ITE Traffic Impact Study Guidelines is provided in Appendix A, which includes a discussion on using caution when applying the methodology described above for ramp metering analysis. EXISTING CONDITIONS A thorough field review of existing conditions was conducted. The field assessment included sketching all intersection geometry, monitoring signal operations and noting roadway conditions that may affect saturation flow rates. Existing intersection geometry is illustrated in Exhibit 3. A detailed summary of roadways immediately adjacent to the Ponto Beachfront Village is provided below. Interstate 5 (l-5) provides regional access to the City of Carlsbad and to the Ponto Beachfront Village as a major freeway facility, generally oriented in a north-south direction. Regional access is provided at the Poinsettia Lane and La Costa Avenue interchanges with 1-5. Additional interchanges to 1-5 that could serve the project to the north include Palomar Airport Road and Cannon Road. Carlsbad Boulevard is designated as a four-lane major arterial in the City Circulation Element and is generally oriented in a north-south direction. Carlsbad Boulevard provides a parallel alternative to Interstate 5 and is the western boundary of the Ponto Beachfront Village. As part of the Ponto Beachfront Village Vision Plan, Carlsbad Boulevard will be realigned. Carlsbad Boulevard will remain a four-lane roadway with a raised median and on street parking. Carlsbad Boulevard will provide direct access to the proposed Ponto Beachfront Village Vision Plan at two locations: Beach Way and Ponto Drive. Both intersections are forecast to be signalized and may have u-turn capabilities to accommodate beach traffic. Aviara Parkway is designated as a four-lane secondary arterial south of Poinsettia Lane in the City Circulation Element. Aviara Parkway extends from Palomar Airport Road to El Camino Real and provides access to the Four Seasons Resort and Aviara Golf course east of the Ponto Beachfront Village Vision Plan site. Both are major attractors within in the study area. North of Palomar Airport Road, Aviara Parkway transitions to College Boulevard, which is classified as a major arterial. East of El Camino Real, Aviara Parkway transitions to Alga Road, which is classified as a major arterial. Paseo Del Norte is designated as a two-to four-lane secondary arterial in the City Circulation Element that extends from Cannon Road to Poinsettia Lane parallel to Interstate 5. 12 cc ,-_, l. WBR ~ ~ ~ -WBT .J t \.i.. f" WBL EBL J ~ t ~ EBT _. EBR t _, f-a::: Cl'.l Cl'.l Cl'.l zzz EXAMPLE ..,t.. --.J .-1.i.-1 r j I ~i+-d ---ovlpt #6 Palomar Airport Road/ Hidden Valley Rd. d H~lt t ... #12 Island Way/ Carlsbad Blvd. ..,t.. 'i ➔1.i.-r :) ~~ --' #18 Poinsettia Lane/ Paseo Del Norte n (1=, NOTTO SCALE ':1•·~ :•: ~' ,i , ":. -~ 25101951.001 l. -.J..._1.i.-1 r .Jl~t~ "'t #1 Palomar Airport Road/ Avenida Encinas l. -+--+--.l➔'-i--1 f j 1~~tt~ ---• 1/7 Palomar Airport Road/ Avaiara Pkwy./College Blvd. ' l. H~I, ~t-.. #l 3Breakwater Road/ Carlsbad Blvd. ¾1.i.- J_ d r .J ~t-d l # 19 Paseo del Norte/ Camino de las Ondas .J ~~ .. .. "t \..free --+- #2 Palomar Airport Road/ 1-5 SB Ramps J_d --..i • l.i.-If" JI~~-.. --"'t d #8 Palomar Airport Road/ Camino Vida Roble l. .-'H~'-i--1 r .J/~H~ -' #14 Poinsettia Lane/ Carlsbad Blvd. J_ d -.., • l.i.-r .J ~t~ -"'t d #20 Poinsettia Lane/ Batiquitos Drive l_ \._ ovlp l_ l.. :: ----~ ~H-~~ f .Jt~~ r ii ➔~~ i ~~tt,. t ~~½-----"'t =; #3 Palomar Airport Road/ #4 Palomar Airport Road/ #5 Palomar Airport Road/ 1-5 NB Ramps -Paseo Del Norte Armada Drive }-..,t.. l. '---:@ :: -:: ;Ht~~ f ~.~~ ~ .J.'H~~ f 1 ~Ht~( j ~~ti+-j ~~Ht~ ~ :s. -+--+- -"O --"'t ~ "'t #9 Palomar Airport Road/ #10 Palomar Airport Road/ #11 Palomar Airport Road/ El Camino Real El Fuerte St. Melrose Drive Q -_) .J t l.i.-; ..,..._l.i.-f :: j ~ -j ➔~~ .. I .. .. -. -"'t d #15 Poinsettia Lane/ #16 Poinsettia Lane/ #17 Poinsettia Lane/ Avenida Encinas 1-5 SB Ramps 1-5 NB Ramps I I ..,t.. -~t l.i.-F ➔H~ ➔H -:J_ ~ ~ t ... J ~ t t j 1 ~~ H -"'t • ~~ -------~ . #21 Poinsettia Lane/ #22 El Camino Real/ #23 El Camino Real/ Aviara Pkwy. Cassia Road Camino Vida Roble Existing Intersection Geometry EXHIBIT 3A l. HI.. I r t,... #24 Ponto Drive/ Carlsbad Blvd . -+--+-.,~~1f -"'t #30 La Costa Ave./ 1-5 SB Ramps LEGEND d Defacto Right Turn free Free Right Turn .JL Stop Sign ovlp Right Turn Overlap ~. \u) NOTTO SCALE #25 Beach Way/ Carlsbad Blvd. "-----_} ~rr .. .. #31 La Costa Ave./ 1-5 NB Ramps + H~lr ttr-- #26 Avenida Encinas/ Carlsbad Blvd. ------f" .. ,,. "") ,.. #32 La Costa Ave./ Pireaus St. ,r + I t free _; l+..JL -• #27 Ponto Drive/ Avenida Encinas l. ---.-IH~'-.1..I r j_ I ~"")H't--.,. ... • #33 La Costa Ave./ El Camino Real '\..free H~I;- Hr-- ;f "' #28 La Costa Ave./ N. Coast Highway 101 d ➔~~ + r + "") t ,... #34 Leucadia Blvd./ N. Coast Highway 101 d"'t ~ _jL ~ #29 La Costa Ave./ Vulcan Ave . T "'t I ~JL #35 La Costa Ave./ Sheridan Rd. ~ Existing Intersection Geometry 25101951.001 EXHIBIT 3B Ill Avenida Encinas is designated as a secondary roadway within the City Circulation Element and is oriented in a north-south direction. Between Cannon Road and Palomar Airport Road, Avenida Encinas is a four-lane roadway. South of Palomar Airport Road, Avenida Encinas is a two-lane roadway to Poinsettia Lane. South of Poinsettia Lane to Windrose Circle, four lanes are currently provided along Avenida Encinas, which again tapers to two lanes south of Wind rose Circle to Carlsbad Boulevard. Access to the Ponto Beachfront Village will be provided at Ponto Drive/Avenida Encinas/. Both Ponto Drive and Avenida Encinas will pass the through the property and connect to Carlsbad Boulevard at signalized intersections. Palomar Airport Road is a six-lane divided roadway, generally oriented in an east-west direction. Palomar Airport Road is a Regionally Significant Arterial (RSA) as classified by the County of San Diego Congestion Management Program. It extends from Carlsbad Boulevard through Carlsbad where it transitions to San Marcos Boulevard, terminating at Mission Avenue in San Marcos. According to the City Circulation Element, Palomar Airport Road is classified as a six-lane prime arterial. Poinsettia Lane is a four-lane major arterial located south of Palomar Airport Road and is oriented in an east-west direction. It extends from Carlsbad Boulevard to the west to Cassia Road, and is discontinuous to Skimmer Court. This segment of Poinsettia Lane is anticipated to be complete by the year 2010. La Costa Avenue is classified as a two-lane local roadway from N. Coast Highway 101 to the Interstate 5 interchange. West of El Camino Real, La Costa Avenue is classified as a four-lane major arterial. East of El Camino Real it is a 2-lane secondary arterial to Camino de los Coches. Ponto Drive is designated as a two-lane collector and is oriented in a north-south direction. Although Ponto Drive is not currently a through street from Carlsbad Boulevard to Avenida Encinas, it does intersect at both streets. Ponto Drive currently intersects with Carlsbad Boulevard on the northern Ponto Beachfront Village boundary and is a signalized intersection. The intersection of Ponto Drive and Avenida Encinas is unsignalized, but is recommended for signalization with the proposed Ponto Beachfront Village Vision Plan. Existing General Plan Land Use Designations The adopted City of Carlsbad General Plan designates a mix of uses for the Ponto Area, which includes travel, recreation, commercial, neighborhood commercial, and residential uses. SANDAG trip generation rates (April 2002) for the General Plan land uses were utilized in accordance with SANTEC/ITE Traffic Study Guidelines. Table 5 presents the trip generation rates for the Ponto Area based on current General Plan designations. Table 6 presents the forecast trips generated by the uses permitted under the existing land use designations. 15 Table 5 Ponto Area Trip Generation Rates Existing General Plan land Use SANDAG TRAFFIC GENERATION CITY LAND USE RATE UNITS Residential Condominium or any MRH MEDIUM-HIGH RESIDENTIAL multi-family 6-20 DU/Acre du T-R TRAVEL/RECREATION Specialty Retail (also see below in COMMERCIAL Unplanned Area) Lodqinq -Resort Hotel acre Lodging -Hotel (w/ conference facilities/restaurant) acre UA UNPLANNED AREA* T-R/C Travel/Recreation Commercial/ Community Commercial Specialty Retail ksf Specialty Retail acre NC Neiqhborhood Commercial Neiqhborhood Shoooinq Center ksf Source -SAN DAG "Not So Brief Guide" -April 2002 *City land use per Local Facilities Management Plan (LFMP) Zone 9 Table 6 Existing General Plan land Use Trip Generation GP Land Use Units T-R Travel/Recreation Commercial1 ac RMH/T-R Residential Medium High OR Travel/Recreation Commercial Travel/Recreation Commercial2 ac Residential Medium High3 du RMH Residential Medium HiQh3 du UA Unplanned Area Travel/Recreation Commercial4 sf NC Neighborhood Commercial4 sf RMH Residential Medium Hiqh4 du T-R Travel/Recreation Commercial5 ac Total Daily Trips 1 Hotel w/ conference facilities 2 Specialty Retail 3 11.5 dwelling units/acre per Growth Management control point 4 Per LFMP Zone 9 5 Resort Hotel 16 Amount 1.24 8.75 100 48 58,000 61,000 44 11.6 from to Daily 8 100 300 40 400 120 ADT 372 3,500 800 384 2320 7,320 352 1160 12,708 15,408 Total 8% 5% 6% 3% 3% 4% Based on the potentially allowable uses under the adopted General Plan, between 12,708 and 15,408 daily trips would be generated by development of the Ponto Area. The range of traffic volumes is a result of some parcels within the project area having a split zone. Some of the trip generation calculations vary depending on which zone type would be developed. Land uses included in the Ponto Beachfront Village Vision Plan conform to the uses identified in the existing General Plan. As described in detail later in this report, the land uses included in the Ponto Beachfront Village Vision Plan are forecast to generate approximately 15,161 trips per day, which is within the ADT range forecast for the General Plan uses. Existing Conditions Data Collection To determine the existing conditions, peak hour intersection movement counts were obtained from the City of Carlsbad through the 2006 City of Carlsbad Growth Management Plan Traffic Monitoring Program. In addition to the TMP data, intersection turning movement counts were collected in July 2006 at 10 additional intersections. The intersection movement counts were taken on a typical weekday during the a.m. (7:00 to .9:00 a.m.) and p.m. (4:00 to 6:00 p.m.) peak periods. Detailed count data is contained in Appendix A. Exhibit 4 shows existing a.m. and p.m. peak one-hour volumes at each of the study intersections. In addition, weekday daily traffic counts were collected at 13 locations. Existing ADT volumes are provided in Exhibit 5. Weekend daily traffic counts were collected at 11 locations due to community concerns that summer weekend traffic exceeded weekday peak hour volumes, particularly along the coast where tourism has an impact on traffic flow. Therefore, a preliminary assessment of weekend versus weekday traffic volumes was conducted. Overall, it was found that weekday traffic volumes collected during the summer were consistently higher than summer weekend traffic volumes both over a 24-hour period and during the peak periods. Weekday intersection operations typically reported worse levels of service when compared to weekend levels of service. Weekend versus weekday comparison worksheets are provided in Appendix B. Existing Conditions Intersection Levels of Service Table 7 summarizes the existing a.m. and p.m. peak hour intersection LOS based on the existing peak hour volumes. Exhibit 6 classifies intersection operations into three categories: acceptable (LOS A & B), marginal (LOS C&D) and failing (LOS E&F). Detailed ICU calculation sheets are contained in Appendix C. Based on the analysis conducted, all study intersections are currently operating at acceptable LOS (LOS Dor better). Peak Hour Segment Analysis Roadway segment levels of service were calculated based on the peak hour segment volumes and a per lane capacity of 1,800 vph. Table 8 presents the results of the existing conditions roadway segment level of service analysis. As shown in Table 8, all roadway segments operate at LOS B or better. 17 ::e::e::e 0.. 0.. 0.. ~ ~ ~ <( <( <( AM/PM AM/PM AM/PM AM/PM AM/PM AM/PM :;:e:;;:;; 0..0..0.. ~~~ <( <( <( EXAMPLE 106 _ WB E~~ I "---40(16) SB JTl ::=~:100) 73(97) -"' I" T ?' 1949(1032)----> _!__;_ NB 104{87) -S? ;a-~ -§" ~ EB #6 Palomar Airport Road/ Hidden Valley Rd. SB 112 -I WB -fi "---10{14) ~i::: ro <-O(0J J l \ .c-14(25) ~~:::: Ill! NB 0(0)--, i§'~!,l- EB ~- #12 Island Way/ Carlsbad Blvd. 118 ~"'~ "---68(88) -I WB g ~ ::-1 <-725(928) SB J l \ ..,,----4(5) 2121505) -"' I" 1 r 965(1019)----'> _!_ __ NB 22(36) ~ ~;f6 ol "' EB #18 Poinsettia Lane/ Paseo Del Norte ~ NOTTO SCALE RIF 25101951.001 SB 101 ;:::-1 WB --;;; ~!11..s-"---269(333) N re; ~ ~ 264{468) J l \ "306{22s> 51(42)-"' I" 1' r 275(288) ----c> _!__!_ _ NB 48{24)-,,, [1!_~ llJ EB N~~ #1 Palomar Airport Road/ Avendia Encinas 107 ;;;gf,:::-1 WB ~~~ "---25(108) SB J-"'1 I <-----753(1578) \,, .,,--32(243) 494(156) -"' I" 1 ~ 133a(700)----> _!_ _ _!_ NB 51(270)-~~~ EB ~~N #7 Palomar Airport Road/ Aviara Pkwy./College Blvd. SB lll--IWB -5'-!'i "---7(8) ~J::: ~ <-0{0) J 1 \ .,,--20(21) 113 ~~;::: JllI NB O(o)--, ~I~ EB ~ #13 Breakwater Road/ Carlsbad Blvd. 119 SB ;:::-I WB ~~~ "---58(67) ,-. -"' <-6(10) J 1 \ .,,--207(94) 20(17)::: I' T r 33(~ ~~:f NB ~ ~~~ EB ~ ::!: #19 Paseo del Norte/ Camino de las Ondas SB 102 S;§:jg' "---311(1054) ~ ii WB JN 011 <-----555(ll22) \,, .,,--0{0) 490(~~\::: 1111 NB 96(250) ~ ~§~ EB #2 Palomar Airport Road/ 1-5 SB Ramps 108 ii! ~305(33) -1 WB ?:f" 7 <-----1047(1162) SB J l \,, .,,--239(103) 99(30) -"' I" r r 996(1002) ----c> _!_ __ NB 344(166)--, i ~S: j::"aar EB ~-("') #8 Palomar Airport Road/ Camino Vida Roble 114 SB --1 WB s~!!! "-~~ "---79(178) ro -<-4<2> J l \ .,,--2111180) 15(17)-"' 11 T r 40(23)----> ---NB 14(22) -,,, g, i ~ EB :ll"' #14 Poinsettia Lane/ Carlsbad Blvd. 120 eoco l!l Sl-~ "---18(24) -I WB SB J-I I <-630(923) -J-\a ..,,----11(16) 33(108) _,, I" r r 911(773)----> _!_ __ NB 152(277)~ ~~~ a-"' .... EB ~ #20 Poinsettia Lane/ Batiquitos Drive 103 WB SB J*r~ [ ::=:g:: -J, a .,,--0(0) 83(233) -"' " 1' r 1355(1085) ----c> _!__!__ NB 0(0)~ ~~~ i!l" ~ EB N ~ #3 Palomar Airport Road/ 1-5 NB Ramps 109 -., .... WB ..,. "' -~~~ "---1185(753) ~lc::i: SB J l \ <-----1151(811) .,,--573(461) 79(237)-"' 517(1250)----> 111 NB 63(115)-,,, giw-s~l EB ._ !8 M #9 Palomar Airport Road/ El Camino Real SB -i;j5ll WB 115 ;,\_E,!. ~ ilf ~ "-167(186) J l I <-232(290) " .,,--291(397) 13(42) __?I I' r r 98{240)----'> ___ NB 38(74) _ ~ ~a N c:'Q~ EB #15 Poinsettia Lane/ Avenida Encinas 121 .:::-::r_l we :s:..,. "' SB J~~! ::=~\fzk) t \,, .,,--10(9) 497(133)-"' 1 , 1 r 271(308)----'> ___ NB 249(352) ~ ~ ~ ~ ?:r<ll'"' EB :G ~ #21 Poinsettia Lane/ Aviara Pkwy. 104 ~fff~I WB §';:-18 "---204(312) SB J-wl I <-----m(2260) \,, .,,--80(220) 328(392) -"' I " 1' r 2201(1205) ----c> _!__!__ NB 153(200)-,,, ~:;: [/l i~~ EB #4 Palomar Airport Road/ Paseo Del Norte 110 ~~~ "---171(23) §'_1;1 WB SB J-1 I <-----2684(1321) -J-\a .,,--82(116) 607(26) -"' I, 1 r 856(2460) ----'> ---NB 17(42) -,,, a~ :R s!"' ;;i; EB 105 ~§"~ "---183(78) -.;;-I WB ~ ¥m ~as.2(21s2} SB J l \ .,,--38(265) 186(142) -"' I, 1 r 2050{729) ----c> ---NB 121(133J --, i:i e;_ ~ EB ~~~ #5 Palomar Airport Road/ Armada Drive 111 WB §:§:§:1 "---0(0) SB Jo 11 <-2627(1281) -J-\a .,,--271(345) 949(2~~::: [llI NB 88(315)-~~fi EB ::? ~ ..,. N #10 Palomar Airport Road/ #11 Palomar Airport Road/ El Fuerte St. Melrose Drive SB 116 ?!i§:~ "---0(0) ![ &I WB J l \ ::=::l 0(0)-"' I" T r 425(773)-----> ,!___ NB 91(158)-,,, ;§'§-;§' EB #16 Poinsettia Lane/ l-5SB Ramps SB R 11i~l "---O{0) f::~an" ('.------0(0} J 1 ~ .,.----0{0) WB 122 293(108) -"' " T 7' O(0)-> _!_ _ _!_ NB 113(99) _ ~I;§' EB m~ #22 El Camino Real/ Cassia Road SB 117 WB J!ll~S~J) 160(170) -"' I" 1 r 5041878) ----'> _!_ _ _ NB 0(0)~ ~~m EB ~ t #17 Poinsettia Lane/ 1-5 NB Ramps SB 123 ~ i'~ ~~§:l "---0(0) J11 ::=~~l W8 55(200> -"' " T r 0(0)-> _!_ __ NB 67(476) ~ ~ ~ §- ~:f EB ('? S:: #23 El Camino Real/ Camino Vida Roble Existing Peak Hour Volumes EXHIBIT 4 124 126 128 129 t<j_ WB ~ WB [:g WB WB ~ig "--18(15) ~it "--14(16) §:~~ "--156(231 I §~~ "--0(0) SB J l ~ <---0(0) N/A SB J l ~ <---0(0) NIA SB JI~ <---0(0) 58 J l ~ <---471(415) .,.----19(12) .,.----194(206) .,.-356(239) .,.----161(108) 0(0)-" llI NB 0(0) _;, 1 Tr 0(0)----" lll NB 0(0) _;, lll NB 0(0) --> 0(0)-----> §:f~ NB 0(0)--> 310(412) --> 0(D)--, if~ 0(0)--, 0(0)-_. *~~ 46{63)" ~e...g EB EB 0 li EB ij! EB f;io~ #24 Ponto Drive/ #25 Beach Way/ #26 Avenida Encinas/ #27 Ponto Drive/ #28 La Costa Ave./ #29 La Costa Ave./ Carlsbad Blvd. Carlsbad Blvd. Carlsbad Blvd. Avenida Encinas N. Coast Highway 101 Vulcan Ave. 130 131 132 Ni~ 133 134 201 ~ ~ WB WB WB WB ~ N' WB WB iii ~"' Iii "--0(0) ~~~ "--440(406) **~ "--0(0) "--126(189) co:;::--~ "--78{ 17 4) ~*~ "--0(0) <---447(437) <---694{793) <---1045(1187) ,,, __ <---452(350) ~:: ~ <---48(43) f---239(494) SB J l ~ SB J l ~ SB J l ~ SB J l ~ SB J l ~ SB J l ~ -295{ 457) .,.----0(0) .,.----19(34) .,.----156(116) .,.----232(237) .,.----35(47) 0(D)-" lll NB 182(168) -" lll NB 0(0) _;, 1 Tr 667(572) -" 111 NB 12(20)-" l!! NB 0(0) _;, 1!1 NB 467(544) --> 911(634)-----> 1240(1316)--; ~§~ NB 391(570) --> 39(55)--> 246(545) --> 61(62),, *§,~ 0(0)----,, ~~~ 146(63),, 333(219),, ij ~ Si 9(13)--, i5'~~ 1(26)----,, ~~i 5"~* C5ore is"~i&' EB ~ !a' -o EB EB EB -~ EB ..,_ EB #30 La Costa Ave./ #31 La Costa Ave./ #32 La Costa Ave./ #33 La Costa Ave./ #34 Leucadia Blvd./ #35 La Costa Ave./ 1-5 SB Ramps 1-5 NB Ramps Pireaus St. El Camino Real N. Coast Highway 101 Sheridan Rd. ~ NOT TO SCALE Existing Peak Hour Volumes 25101951.001 EXHIBIT 4 14,100··· Breakwater Rd. 6,100 ·---- Avenida Encinas LEGEND: X,XXX Average Daily Traffic 15,100 NOTTO SCALE 25101951.001 ill Ill Ill ..... ,, .. ,, ..... ' ' ' ' ' ' ' ' 37 013 .,, .. , ... 33,330 Leucadia Blvd. 10,015 EXISTING ADT VOLUMES EXHIBIT 5 LEGEND • • Acceptable (LOS A or B) Q . Marginal (LOS C or D) • • Failure (LOS E or F) 0 NOTTO SCALE 25101951.001 Existing AM Level of Service EXHIBIT6A LEGEND • _ Acceptable (LOS A or B) Q -Marginal (LOS C or D) • -Failure (LOS E or F) 0 NOTTO SCALE DAS:' 25101951.001 I~ Existing PM Level of Service EXHIBIT 68 Table 7 Existing Conditions -Peak Hour Intersection LOS (ICU Methodology) Existing AM PM INTERSECTION VIC LOS VIC LOS Palomar Airport Road / Avenida Encinas 0.614 B 0.790 C Palomar Airport Road / 1-5 SB Ramps 0.529 A 0.503 A Palomar Airport Road/ 1-5 NB Ramps 0.752 C 0.736 C Palomar Airport Road I Paseo Del Norte 0.711 C 0.859 D Palomar Airport Road / Armada Drive 0.505 A 0.772 C Palomar Airport Road / Hidden Valley Road 0.507 A 0.729 C Palomar Airport Road / College Boulevard 0.491 A 0.786 C Palomar Airport Road / Camino Vida Roble 0.596 A 0.622 B Palomar Airport Road / El Camino Real 0.680 B 0.857 D Palomar Airport Road / El Fuerte St. 0.871 D 0.723 C Palomar Airport Road / Melrose Drive 0.685 B 0.831 D Carlsbad Boulevard / Island Way 0.316 A 0.399 A Carlsbad Boulevard / Breakwater Road 0.318 A 0.391 A Carlsbad Boulevard / Poinsettia Lane 0.510 A 0.492 A Poinsettia Lane/ Avenida Encinas 0.431 A 0.646 B Poinsettia Lane / 1-5 SB Ramps 0.476 A 0.654 B Poinsettia Lane/ 1-5 NB Ramps 0.639 B 0.582 A Poinsettia Lane / Paseo Del Norte 0.552 A 0.796 C Paseo Del Norte / Camino del las Ondas 0.483 A 0.412 A Poinsettia Lane / Batiquitos Drive 0.625 B 0.553 A Poinsettia Lane / Aviara Parkway 0.453 A 0.595 A El Camino Real / Cassia Road 0.533 A 0.539 A El Camino Real / Camino Vida Roble 0.413 A 0.539 A Carlsbad Boulevard / Ponto Drive 0.377 A 0.378 A Carlsbad Boulevard I Beach Way (Future) -------- Carlsbad Boulevard/ Avenida Encinas 0.400 A 0.429 A Ponto Drive I A venida Encinas -------- La Costa Avenue IN. Coast Highway 101 0.581 A 0.629 B La Costa A venue I Vulcan A venue 27.8 D 21.0 C La Costa Avenue/ 1-5 SB Ramps 0.539 A 0.571 A La Costa Avenue/ 1-5 NB Ramps 0.606 B 0.594 A La Costa Avenue/ Piraeus St. 0.542 A 0.533 A El Camino Real / La Costa Avenue 0.866 D 0.711 C N. Coast Highway 101 / Leucadia Avenue 0.555 A 0.610 B La Costa Ave./ Sheridan Rd. 10.8 B 15.0 C 23 Table 8 XIS mg on 1 ions-E . f C d"f ea our oa P kH Rd way s egmen t LOS Location Direction Capacity A.M. P.M. (Lanes) Volume V/C LOS Volume V/C LOS Palomar Airport Road to NB (2) 3,600 357 0.10 A 836 0.23 A Island Way SB (2) 3,600 801 0.22 A 801 0.22 A Island Way to NB (2) 3,600 362 0.10 A 842 0.23 A Breakwater Road SB (2) 3,600 786 0.22 A 760 0.21 A Breakwater Road to NB (2) 3,600 354 0.10 A 888 0.25 A Poinsettia Lane SB (2) 3,600 783 0.22 A 789 0.22 A Poinsettia Lane to NB (2) 3,600 364 0.10 A 905 0.25 A Carlsbad Ponto Drive SB (2) 3,600 791 0.22 A 780 0.22 A Blvd. Ponto Drive to NB (2) 3,600 280 0.08 A 903 0.25 A Beach Way SB (2) 3,600 854 0.24 A 723 0.20 A Beach Way to NB (2) 3,600 367 0.10 A 849 0.24 A Avenida Encinas SB (2) 3,600 915 0.25 A 714 0.20 A Avenida Encinas to NB (2) 3,600 493 0.14 A 1,012 0.28 A La Costa Avenue SB (2) 3,600 1,102 0.31 A 902 0.25 A La Costa Avenue to NB (2) 3,600 346 0.10 A 949 0.26 A Leucadia Boulevard SB (2) 3,600 1,372 0.38 A 750 0.21 A Cannon Road to NB (2) 3,600 462 0.13 A 495 0.14 A Palomar Airport SB (2) 3,600 247 0.07 A 475 0.13 A Palomar Airport to NB (1) 1,800 178 0.10 A 549 0.31 A Avenida Poinsettia Lane SB (1) 1,800 370 0.21 A 306 0.17 A Encinas Poinsettia Lane to NB (2) 3,600 326 0.09 A 612 0.17 A Windrose Circle SB (2) 3,600 456 0.13 A 554 0.15 A Windrose Circle to NB (1) 1,800 147 0.08 A 197 0.11 A Carlsbad Boulevard SB (1) 1,800 208 0.11 A 222 0.12 A College El Camino Real to NB (2) 3,600 895 0.25 A 364 0.10 A Blvd. Palomar Airport Road SB (2) 3,600 204 0.06 A 868 0.24 A Palomar Airport Road to NB (2) 3,600 723 0.20 A 385 0.11 A Aviara Poinsettia Lane SB (2) 3,600 201 0.06 A 705 0.20 A Pkwy. Poinsettia Lane to NB (2) 3,600 524 0.15 A 549 0.15 A Batiquitos Drive SB (2) 3,600 387 0.11 A 855 0.24 A Cannon Road to NB (2) 3,600 459 0.13 A 714 0.20 A Paseo del Palomar Airport SB (2) 3,600 287 0.08 A 684 0.19 A Norte Camino Del Parque to NB (1) 1,800 411 0.23 A 595 0.33 A Camino del Las Ondas SB (1) 1,800 271 0.15 A 507 0.28 A Camino del Las Ondas NB (1) 1,800 46 0.03 A 27 0.02 A to Poinsettia Lane SB (1) 1,800 28 0.02 A 61 0.03 A Faraday Avenue to NB (3) 5,400 1,488 0.28 A 1,433 0.27 A Palomar Airport Road SB (3) 5,400 1,279 0.24 A 1,751 0.32 A Palomar Airport Road NB (3) 5,400 1,029 0.19 A 1,480 0.27 A El Camino to Camino Vida Roble SB (3) 5,400 1,336 0.25 A 1,267 0.23 A Real Camino Vida Roble NB (2) 3,600 1,242 0.35 A 1,168 0.32 A to Cassia Road SB (3) 5,400 1,178 0.22 A 1,396 0.26 A Cassia Road NB (3) 5,400 1,352 0.25 A 2,038 0.38 A to La Costa Avenue SB (2) 3,600 1,843 0.51 A 1,972 0.55 A 24 Table 8 x1stmg on 1t1ons -E. . C d". ea our oa P kH Rd way s egmen tLOS Location Direction Capacity A.M. P.M. (Lanes) Volume V/C LOS Volume V/C LOS Avenida Encinas to 1-5 EB (3) 5,400 591 0.11 A 1,089 0.20 A WB (3) 5,400 842 0.16 A 817 0.15 A 1-5 to Paseo del Norte EB (3) 5,400 2,428 0.45 A 1,708 0.32 A WB (3) 5,400 1,075 0.20 A 2,598 0.48 A Paseo del Norte to EB (3) 5,400 2,365 0.44 A 1,662 0.31 A Armada Drive WB (3) 5,400 1,044 0.19 A 2,494 0.46 A Armada Drive to EB (3) 5,400 2,366 0.44 A 1,544 0.29 A Hidden Valley Road WB (3) 5,400 1,306 0.24 A 2,211 0.41 · A Palomar Hidden Valley Road to EB (3) 5,400 2,321 0.43 A 1,493 0.28 A Airport Road College Boulevard WB (3) 5,400 1,299 0.24 A 2,145 0.40 A College Boulevard to EB (3) 5,400 1,509 0.28 A 1,407 0.26 A Camino Vida Roble WB (3) 5,400 1,017 0.19 A 1,632 0.30 A Camino Vida Roble to EB (3) 5,400 1,122 0.21 A 1,469 0.27 A El Camino Real WB (3) 5,400 1,209 0.22 A 1,260 0.23 A El Camino Real to EB (3) 5,400 1,620 0.30 A 3,141 0.58 A El Fuerte Street WB (3) 5,400 2,612 0.48 A 1,630 0.30 A El Fuerte Street to EB (3) 5,400 1,127 0.21 A 3,360 0.62 B Melrose Drive WB (3) 5,400 2,681 0.50 A 1,517 0.28 A Carlsbad Boulevard to EB (2) 3,600 198 0.06 A 329 0.09 A Avenida Encinas WB (2) 3,600 534 0.15 A 397 0.11 A Avenida Encinas to 1-5 EB (2) 3,600 483 0.13 A 882 0.25 A WB (2) 3,600 1,015 0.28 A 795 0.22 A 1-5 to Paseo del Norte EB (2) 3,600 1,010 0.28 A 1,440 0.40 A Poinsettia WB (2) 3,600 1,092 0.30 A 1,243 0.35 A Lane Paseo Del Norte to EB (2) 3,600 871 0.24 A 1,109 0.31 A Batiquitos Drive WB (2) 3,600 824 0.23 A 970 0.27 A Batiquitos Drive to EB (2) 3,600 767 0.21 A 807 0.22 A Aviara Parkway WB (2) 3,600 419 0.12 A 793 0.22 A Aviara Parkway to EB (2) 3,600 54 0.02 A 110 0.03 A Cassia Road WB (2) 3,600 91 0.03 A 82 0.02 A Carlsbad Boulevard to EB (1) 1,800 356 0.20 A 475 0.26 A Vulcan Avenue WB (1) 1,800 528 0.29 A 465 0.26 A Vulcan Avenue to 1-5 EB (1) 1,800 434 0.24 A 515 0.29 A WB (1) 1,800 632 0.35 A 523 0.29 A La Costa 1-5 to Piraeus Street EB (2) 3,600 1,388 0.39 A 1,379 0.38 A Ave. WB (2) 3,600 1,102 0.31 A 1,250 0.35 A Piraeus Street to EB (2) 3,600 1,081 0.30 A 1,356 0.38 A El Camino Real WB (2) 3,600 1,109 0.31 A 1,153 0.32 A East of El Camino Real EB (2) 3,600 377 0.10 A 850 0.24 A WB (2) 3,600 729 0.20 A 644 0.18 A Ponto Drive Carlsbad Boulevard to EB (1) 1,800 37 0.02 A 27 0.01 A Avenida Encinas WB (1) 1,800 19 0.01 A 41 0.02 A Note: Deficient roadway segment operation shown in bold. (#) Number of lanes. 25 PONTO BEACHFRONT VILLAGE VISION PLAN LAND USE DESCRIPTION The Ponto Beachfront Village Vision Plan defines the property bound by Carlsbad Boulevard to the west, the San Diego Northern rail right-of-way to the east, northern end of Batiquitos Lagoon to the south and Ponto Drive to the north. There are several existing land uses within the defined Ponto BeachfrontVillage including single-family homes, miscellaneous light industrial uses and vacant land. Access to the Ponto Beachfront Village is currently provided at Ponto Drive from Avenida Encinas. The proposed land use map for the Ponto Beachfront Village Vision Plan is provided as Exhibit 7. Under the Ponto Beachfront Village Vision Plan, all existing land uses will gradually be replaced by a mixture of compatible land uses including hotel and resort uses, live/work condominium units, townhomes, apartments, office, retail and restaurants. Access will be provided along Carlsbad Boulevard, Ponto Drive and Avenida Encinas. A new road is proposed between Ponto Drive and Avenida Encinas, which is labeled on the Vision Plan as Beach Way. TRIP GENERATION To determine the trips forecast to be generated by development of the site as described in the proposed Ponto Beachfront Village Vision Plan, SAN DAG trip generation rates (April 2002) were utilized in accordance with SANTEC/ITE Traffic Study Guidelines. Table 9 presents the trip generation rates used for each proposed land uses included in the plan. Table 10 summarizes the forecast trips generated by the proposed land uses. As shown in Table 10, development of the site as described in the Ponto Beachfront Village Vision Plan is forecast to generate approximately 15,161 daily trips, which includes approximately 964 a.m. peak hour trips and approximately 1,244 p.m. peak hour trips. It should be noted that the land uses included in the Ponto Beachfront Village Vision Plan lend themselves to both pass-by and diverted trips. Pass-by trips correspond to traffic that is currently on the roadway network that will make a stop within the Ponto Beachfront Village. They do not represent new trips on the roadway network, but an interim stop between an existing origin and destination. Diverted trips correspond to traffic currently on the roadway network that may shift from one origin or designation to the Ponto Beachfront Village based on the change of land use planned for this area. Once again, diverted trips are not new trips but redirected trips. Although SAN DAG recommends trip reduction factors to account for both diverted and pass-by trips for the land uses included in the Ponto Beachfront Village Vision Plan, neither of the trip reduction factors were applied in this analysis in order to maintain a conservative analysis. In comparison to the existing trip generation forecasted under General Plan Land Use designations (Table 4 ), the forecast daily traffic based upon the land uses proposed in the Ponto Beachfront Village Vision Plan is within the range of ADT allowed under the existing General Plan. The General Plan allows between 12,708 and 15,408 daily trips. As shown in Table 10, the land uses described in the Ponto Vision Plan are forecast to generate daily trips within the range of traffic generated by land uses permitted under the existing General Plan. 26 Table 9 SANDAG Trip Generation Rates AM PM Land Use Units Daily Total In Out Total In Out Park (Developed) acre 20 13% 50% 50% 9% 50% 50% Apartments du 6 8% 20% 80% 9% 70% 30% Live/work -Condos du 8 8% 20% 80% 10% 70% 30% Town homes (Condos) du 8 8% 20% 80% 10% 70% 30% Office ksf 20 14% 90% 10% 13% 20% 80% Restaurant -Hiqh Quality ksf 100 1% 60% 40% 8% 70% 30% Restaurant -Sit-Down, high turnover ksf 160 8% 50% 50% 8% 60% 40% ksf Specialty Retail 40 3% 60% 40% 9% 50% 50% Hotel w/conference facilities/restaurant room 10 6% 60% 40% 8% 60% 40% Resort (200+200 Timeshares) room 8 5% 60% 40% 7% 40% 60% Source -SANDAG "Not So Brief Guide" -April 2002 Table 10 Ponto Beachfront Village Vision Plan Forecast Traffic AM Peak PM Peak Area Land Use Units Amount ADT Total In Out Total In Out Area A Hotel w/conference facilities/restaurant ROOM 215 2,150 129 77 52 172 103 69 Area B Specialty Retail KSF 6 240 7 4 3 22 11 11 Area C Hotel Units ROOM 216 2,160 130 78 52 173 104 69 Area D Apartments DU 24 144 12 2 9 13 9 4 Live/work Units DU 9 72 6 1 5 7 5 2 Area E Resort ROOM 126 1,008 50 30 20 71 28 43 Hotel w/ 5,000 sf banquet facilities ROOM 180 1,800 108 65 43 144 86 58 Town homes (Condos) DU 128 1,024 82 16 66 102 72 31 Area F Specialty Retail KSF 9.25 370 11 7 4 33 17 17 Flex RestauranURetail KSF 23.3 3,728 298 149 149 298 179 119 Area G Park (Developed) ACRE 0.75 15 2 1 1 1 1 1 Hotel ROOM 53 530 32 19 13 42 25 17 Area H Specialty Retail KSF 12 480 14 9 6 43 22 22 Restaurant -Sit-Down, high turnover KSF 5 800 64 32 32 64 38 26 Area I Specialty Retail KSF 16 640 19 12 8 58 29 29 TOTAL 15,161 964 502 462 1,244 729 518 27 37Y:)SOHON 0 C "-CO I--iii D..-:c G)X ....,.w ·-en Cl) co --> ..... C: 0 ... 't■-.c (.) co Cl) m 0 ..... C 0 D.. • • • Many uses planned within the Ponto Beachfront Village as part of the Vision Plan are also consistent with the county's Smart Growth program by balancing residential and commercial uses within a walkable distance. SAN DAG recommends a 10 percent reduction in traffic for mixed-use projects that are consistent with the smart growth principles and can feasibly demonstrate that alternate modes such as walking, bicycling or transit are available. Once again, no trip reduction factors were applied to account for smart growth in order to maintain a conservative approach to this analysis. TRIP DISTRIBUTION & ASSIGNMENT Study intersections for the Ponto Beachfront Village Vision Plan were determined based on the SANTEC/ITE and County threshold of 50 peak hour project trips. A select zone model run of the Vision Plan traffic analysis zone (TAZ) was performed using the North County Sub-Area traffic model based on the SAN DAG Series 10 model. The results of the model run were used to determine the distribution percentages throughout the study area. The study area, as presented previously in Exhibit 2 is based on the 50-peak hour Vision Plan-generated trip (5% of total forecast p.m. peak hour volume) threshold. A total of 34 study intersections and 20 study roadway segments are included in the Ponto Beachfront Village Vision Plan study area. Utilizing the Vision Plan trip distribution shown in Exhibit 8, the trips forecasted to be generated by the land uses included in the Vision Plan were assigned to the roadway network. Exhibit 9 illustrates the proposed assignment a.m. and p.m. peak hour traffic volumes associated with the Ponto Beachfront Village Vision Plan. EXISTING PLUS VISION PLAN ANALYSIS Intersection Operational Analysis To determine the Existing plus Vision Plan conditions at the study intersections, the associated peak hour trips were added to the existing condition volumes. Exhibit 10 shows the Existing plus Vision Plan a.m. and p.m. peak hour volumes. The Existing plus Vision Plan volumes were evaluated with the existing intersection geometry using the ICU methodology. Detailed ICU calculation work sheets are contained in Appendix D. Table 11 and Exhibit 11 summarize the forecast Existing plus Vision Plan a.m. and p.m. peak hour intersection operating conditions. As shown in Exhibit 11, all intersections are classified into three categories: acceptable (LOS A & B), marginal (LOS C & D) and failing (LOS E & F). Based on the ICU analysis the most intersections are forecast to operate at acceptable levels of service and the addition of the Ponto Beachfront Village Vision Plan does not result in a significant change in operating conditions when compared to existing conditions. However, the intersection of La Costa AvenueNulcan Avenue is forecast to operate at deficient ("failing") operation conditions with the proposed Vision Plan. 29 Peak Hour Segment Analysis Roadway segment levels of service were calculated based on the peak hour segment volumes and a per lane capacity of 1,800 vph. Table 12 presents the results of the Existing plus Vision Plan peak hour roadway segment level of service analysis. As shown in Table 10, all of the roadway segments are forecast to operate at acceptable levels of service. Therefore, the existing roadway network has sufficient capacity to meet the forecast peak hour traffic associated with the land use designations as proposed in the Ponto Beachfront Village Vision Plan. 30 .=-.=-.=-:::, :::, :::, Q.Q.Q. zzz IN (OUT) IN (OUT) IN (OUT) IN (OUT) IN (OUT) IN (OUT) .=-.=-.=-:::, :::, :::, Q.Q.Q. zzz EXAMPLE SB (<1%)---, EB WB <-----<1% e--4% / NB ,ii: ,!;. '#6 Palomar Airport Road/ Hidden Valley Rd. SB SB EB $ 1 'Ml T ~ NB #12 Island Way/ Carlsbad Blvd. 'Ml ~ I <-----11% J (4%) _;a (11%)-01 NB EB #18 Poinsettia Lane/ Paseo Del Norte ~ NOT TO SCALE 25101951.001 WB I I SB 1:% ~~ <-----5% ~ SB J 1 J e--<1% (<1%)_;a li NB (2%) ---, (2%)------> I NB ** ££ EB I EB #1 Palomar Airport Road/ #2 Palomar Airport Road/ Avendia Encinas 1-5 SB Ramps we I I SB 1:,% ti; I -<1% SB J (3%) _;a \ (<1%)------> NB I I (<1%)------> I NB (1%)---,. ! EB EB #7 Palomar Airport Road/ #8 Palomar Airport Road/ Aviara Pkwy./College Blvd. Camino Vida Roble WB I we SB EB $ 1 T ~ NB #13 Breakwater Road/ Carlsbad Blvd. SB EB WB e--4% ( NB f #19 Paseo del Norte/ Camino de las Ondas SB EB $ 1 e--35% T r NB ~l #14 Poinsettia Lane/ Carlsbad Blvd. WB SB <c--11'11, (11%)---s> NB EB #20 Poinsettia Lane/ Batiquitos Drive WB SB I <-----151 (1%) _;a (1%)------> I NB EB #3 Palomar Airport Road/ 1-5 NB Ramps SB (<1%)-> EB WB <-----<1% e--2% i NB "' ~ SB j I :1% I I SB 1:1% 1%~ (<1%)----->I NB I I (<:) ---, I NB EB #4 Palomar Airport Road/ #5 Palomar Airport Road/ Paseo Del Norte Armada Drive WB we SB <c--2% SB <c--2% (2%)------> NB (2%)---, NB EB EB #9 Palomar Airport Road/ #10 Palomar Airport Road/ #11 Palomar Airport Road/ El Camino Real El Fuerte St. Melrose Drive WB I \I ll "' SB ~vl I <-----35% e--11% (~---->11li NB :i ~[~ EB #15 Poinsettia Lane/ Avenida Encinas SB WB <-----10% (10%)_,11 (1%)---,. ~ EB NB #21 Poinsettia Lane/ Aviara Pkwy. "' I <-----16% la! SB J (48%)------> I NB (2%)-,, EB #16 Poinsettia Lane/ 1-5 SB Ramps I WB ~ SB J (2%) _;a I' (8%)-,, ::': NB EB #22 El Camino Real/ Cassia Road SB I <-----15% (33%) _;a 1, (15%)-----> ! NB EB #17 Poinsettia Lane/ 1-5 NB Ramps SB EB ~ 1 WB T ,ii: ~ NB #23 El Camino Real/ Camino Vida Roble Ponto Beachfront Village Vision Plan Trip Distribution Percentages EXHIBIT 8 WB WB Ml ~~ I "---(30%) d "---(11%) ~:a' "---(3%) :::. ... SB l ~ SB l ~ SB l\ -(10%) -(32%) 1 lJ NB j r NB NB [ ~~ ~~ EB I EB EB #24 Ponto Drive/ #25 Beach Way/ #26 Avenida Encinas/ Carlsbad Blvd. Carlsbad Blvd. Carlsbad Blvd. WB I I SB 1::% I I SB Ml SB I <--32% <---8% (8%)--> NB (8%)------) \ NB (8%)--> NB (22%)---,, ,,,_ ;,l; EB EB EB #30 La Costa Ave./ #31 La Costa Ave./ #32 La Costa Ave./ 1-5 SB Ramps 1-5 NB Ramps Pireaus St. ~ NOT TO SCALE 25101951.001 WB [ii~ I WB iiiiii-"---8% =-if!!. ,£:!.~~ I <---32% SB J l ~ SB SB -6% l ~ 22'4---" lll NB i NB I I 130%)-> I NB 13%---,, ;;,.;;,.,t, f e:£.e EB EB EB #27 Ponto Drive/ #28 La Costa Ave./ #29 La Costa Ave./ Avenida Encinas N. Coast Highway 101 Vulcan Ave. -- WB Ml I I I WB i~ "---4% SB <--S% SB l ~ I I SB I <--32% .,-0% (8%)--> NB I r NB ~~ I (30%)--> I NB EB EB I EB I #33 La Costa Ave./ #34 Leucadia Blvd./ #35 La Costa Ave./ El Camino Real N. Coast Highway 101 Sheridan Rd. Ponto Beachfront Village Plan Trip Distribution Percentages EXHIBIT 8 ::s;::s;:;:e Q, Q, Q, ::e::s:::e <( <( <( AM/PM AM/PM AM/PM AM/PM AM/PM AM/PM ::s;::s;::e 0.. 0.. 0.. ~~~ <( <( <( EXAMPLE 106 WB --s1 "-0(0) ~!iso 0--1(1) SB j l \ -20(30) 0(0)__;,,I" 1' r 0(1)--, 1._ss NB O(O}~ ~oi EB #6 Palomar Airport Road/ Hidden Valley Rd. 112 \W _j[o I "--0(0) 15-::J:;,s-<-0(0) SB J l \ -0(0) SB ~~:~ 1111 NB o,-..o 0(01 ~ oio EB #12 Island Way/ Carlsbad Blvd. 118 \W ~S§ I "--0(0) Jil :::~2 ) 18{20) _;a I" r r 50(56) __, 1._ __ NB 0(0)~ §-§-§- EB #18 Poinsettia Lane/ Paseo Del Norte ~ NOT TO SCALE 25101951.001 101 WB s:s:e:l "--0(0) SB J-1 I <-28(41) l, \. -2(3) 1(1)___;;, I"' i r 9(10)--, i,-a:;-;;. NB 0(0)--,, o~?a' EB WB w -s I "--0(0) ~§-o f-3(5) SB J l \ -0(0) 102 0(0)___;;, I" i r 11(12) __, 1._ __ NB 0(0)~ ~~5" EB #1 Palomar Airport Road/ #2 Palomar Airport Road/ Avendia Encinas 1-5 SB Ramps WB i:i' -0 I "--0(0) Sf§-o f-1(1) sa j l \ _O(o) 107 14(15)__;,, I"' r r 0(1)~ ___ NB 5(5)~ ~~~ EB WB e:e:e: I "--0(0) SB Jo I\ <-1(1) -., \. -0(0) 108 ~~l~ 1111 NB 0(0)~ ~;§'~ EB #7 Palomar Airport Road/ #8 Palomar Airport Road/ Aviara Pkwy./College Blvd. Camino Vida Roble WB _![81 "--0(0) §:;i: 25" <---0(0) SB J l \ -0(0) 113 ~~l~jlJ! NB o(o)~ oio EB #13 Breakwater Road/ Carlsbad Blvd. 119 WB §§§ I "--0(0) SB Jo ol I S-0(0) \. -20(30) ~~:~1111 NB O{O) ~ §-§,~ EB #19 Paseo del Norte/ Camino de las Ondas 114 WB ., ~,~ "--0(0) SB J l \ <---0(0) -180(270) 0(0) _;a 111 NB 0(0) __, 0(0)-,, ~~-1 EB #14 Poinsettia Lane/ Carlsbad Blvd. 120 WB SB J!tl :=5F) 50(~l ~ Ill! NB 0(0)--,, coo EB #20 Poinsettia Lane/ Batiquitos Drive 103 WB SB J!tl ;~~! SB ~;l =::: 1111 NB 0(0)~ ~5"5" EB WB -ssl "--0(0) Yrt ::~6i 104 2(3) ___;;, I" i r 0(1)-------; 1._ __ NB 0(0)~ §-§§- EB WB --s I "--0(0) ~~o f-1(1) SB j l \ -0(0) 105 ~~l =::: 1111 NB 0(0)~ 5"~~ EB #3 Palomar Airport Road/ #4 Palomar Airport Road/ #5 Palomar Airport Road/ 1-5 NB Ramps Paseo Del Norte Armada Drive WB ose: "-O(O) coo <-1(1) SB J l \ -10(14) 109 0(0) _;a "' T r NB 0(1)-----, o§:~ 0(0)-,, ooa;- EB SB ~~§ J l \ 0(0) _;a 9(10)----> 0(0)--,, EB 110 WB "--0(0) <-10(15) -0(0) 111 NB ~~~ 111 WB i~i "--0(0) SB J l \ <-10(15) -0(0) 0(0) _;a 111 NB 9(10)----; 0(0)--,, 5';§'~ EB #9 Palomar Airport Road/ #10 Palomar Airport Road/ #11 Palomar Airport Road/ El Camino Real El Fuerte St. Melrose Drive 115 WB s<no I "--O(O) 25".S-25" <---178(266) SB J l \ -53(80) 182(:l ~ 1111 NB 2t2i"""' ~~e i;i EB #15 Poinsettia Lane/ Avenida Encinas 121 WB SB J!tl ;~g5) 46~~l ~ 1111 NB 5(5}~ ~§-* EB #21 Poinsettia Lane/ Aviara Pkwy. 116 i1 __ "--0(0) -I WB li! §~ <---81(122) SB J l \ -0(0) 223(:l~ 1111 NB 12(13)~ ~~~ EB #16 Poinsettia Lane/ l-5SB Ramps 122 WB SB J!'I ::=~~l \. -0(0) 9(1oi__;,,11 Tr 0(0) __, ___ NB 37(41}:J ~*~ ~ EB #22 El Camino Real/ Cassia Road 117 WB SB J!tl ;$;12) 154(170) _;a I" r J 69(76) --, 1._ _ _I__ NB 0(0)~ ~§-~ EB #17 Poinsettia Lane/ 1-5 NB Ramps 123 WB :;.-- £Z5'0 I "--0(0) SB Jit ::~~l ~~l ==: 1111 NB 0(0)~ ~~§- EB #23 El Camino Real/ Camino Vida Roble Ponto Beachfront Vision Plan Trip Assignment EXHIBIT 9 124 125 126 127 128 129 ~;ot· WB W8 WB s WB _[8 W8 W8 ~~, "-141(157) ~~1 "-53{57) ~,~ "-14(21) ~ .. & "-30(-l<i) ~i~ "-160(240) ~*~ "-0(0) _. ME; SB J l ~ <-0(0) SB J l ~ <-0(0) SB J l ~ <-0(0) SB J l ~ <-0(0) SB J l ~ <-0(0) SB J l ~ <-160(240) ~0(0) ~48{68) ~149(150) ~29(43) ~0(0) ~0(0) 0(0) _;, lli NB 0(0) _;, lli NB 0(0) _;, lll NB 112(173) _;, lli NB 0(0) _;, lll NB 0(0)_;, 1 r r 0(0)--+ 0(0)---+ 0(0)--+ 0(0)--+ 0(0)---+ 141(156)----> ~*~ NB O(O)--. §-j§-0(0)--. 5il 0(0)----,. §-~& 63(92)--. 1~~ 0(0)----,. 5(~ 0(0)----,. EB EB EB w~ EB EB EB #24 Ponto Drive/ #25 Beach Way/ #26 Avenida Encinas/ #27 Ponto Drive/ #28 La Costa Ave./ #29 La Costa Ave.I Carlsbad Blvd. Carlsbad Blvd. Carlsbad Blvd. Avenida Encinas N. Coast Highway 101 Vulcan Ave. 130 131 132 133 134 201 WB WB WB WB W8 WB ~~~ "-0(0) ~~~ "-0(0) ~~~ "----0(0) ~~~ "-0(0) ~[( "-20(30) ~~~ "---0(0) SB J l ~ <-160(240) SB J l ~ <-40(60) SB J l ~ <-40(60) SB J l ~ <-40(60) SB J l ~ <-0(0) SB J l ~ <-160(240) ~0(0) ~0(0) ~0(0) ~0(0) ~0(0) ~0(0) 0(0) _;, lli NB 0(0)_;, lll NB 0(0) ___;;, lll NB 0(0) _;, lli NB 0(0) ___;;, lli NB 0(0) ___;;, lll NB 37(41)--+ 37(41)--+ 37(41)----> 37(41)--+ 0(0)---+ 141(156)----> 104(115)--. §-~~ 0(0)----,. ~e..e. 0(0)----,. ~5§-0(0)----,. **~ 0(0)--. e.~B. 0(0)-~~~ _co 0510 ~ EB EB EB EB EB EB #30 La Costa Ave.I #31 La Costa Ave.I #32 La Costa Ave./ #33 La Costa Ave./ #34 Leucadia Blvd.I #35 La Costa Ave./ 1-5 SB Ramps 1-5 NB Ramps Pireaus St. El Camino Real N. Coast Highway 101 Sheridan Rd. ~ NOT TO SCALE Ponto Beachfront Vision Plan Trip Assignment 25101951.001 EXHIBIT 9 :;;;:;;;:;;; 0..0..0.. 3:,3:,3:, <( <( <( AM/PM AM/PM AM/PM AM/PM AM/PM AM/PM :;;;:;;;:;;; 0..0..0.. ::, ::, ::, <(<I:<( EXAMPLE 106 WB ;:: lo~l "---,10(16) 5'-5., <---1040(2101) SB J 1 \ .,,---88(100) 73(97) _;a I " 1 7' 1949(1033) ------> ,.'.__~ NB 104{67) _ g ~ I EB #6 Palomar Airport Road/ Hidden Valley Rd. SB SB WB -iii "---10(14) ~;;; ~ <---0(0) J l ~ .,,-14(25) 112 ~~l:: 1111 NB 0(01-----, §-1§. EB ~,.- #12 Island Way/ Carlsbad Blvd. 118 8-.,g "---68(88) -I WB !:l l<i-18 <--780(1008) J l \ .,,---4{5) 230(525) _JI I'd /' 1015(1075)------> ___ NB 22(36) ::. Ei :f ~ ,. "' EB #18 Poinsettia Lane/ Paseo Del Norte ~ NOT TO SCALE 25101951.001 SB 101 fil&~ "---269(333) ;:::-1 WB N"' .-, N ~ -<--292(509) J l \ .,,---308(231) 52j43)_;, 11 r r 284{298)------> ---NB 48j24)-----, !!l.§i;; Nt:f! EB #1 Palomar Airport Road/ Avendia Encinas 107 [~;:::-1 WB !'~~ "---25(108) SB J I I <---754(157'3) ,!, \J .,,---32(243) 508(171) _?, I" i r 1338(791)------> ,.'.___ NB 56(275) -----, i~i ~~N EB -v #7 Palomar Airport Road/ Aviara Pkwy./College Blvd. SB -;,;~ "---7(8) fll--1 WB ~;;; -<---0(0) J 1 \ .,,---20(21) 113 ~~l:: 111! NB 0(0)-----, 1s-i"' EB ~ #13 Breakwater Road/ Carlsbad Blvd. SB 119 ~:i~ "---58(67) ;:::-I WB ,._ -"' <---6(10) J l \ .,,---221(124) 20(17):: 11 r r 33(~ re;i~ NB ::. ;:~~ ~~ EB #19 Paseo del Norte/ Camino de las Ondas 102 trni "---311(1054) SB ~ ~1 WB J I I <---558(927) ,l, " .,,---0(0) 501(~~l:: llli NB 96(250) ~ **;§" EB #2 Palomar Airport Road/ 1-5 SB Ramps 108 m-§"1 WB ~~;=-"---305(33) SB JV 11 <---1048(1163) ,!, " .,,---239(103) 996(~l:: 111_c NB 344(166)-----, iij g9: i=:"acS" N-M EB - #8 Palomar Airport Road/ Camino Vida Roble SB 114 s§°il WB f i=~ "---79(178) "' -<---4{2) J l ~ .,,---451(450) 15(17) _JI 11 i r ,10(23)------> ___ NB 14{22)---._, £:!l ffl -,[ EB #14 Poinsettia Lane/ Carlsbad Blvd. SB 120 1!i"Sl-iii-"---16(24) 3!Slol WB Jil ;~~~ 33(108) ____A I" ~ r 961(829)------> ,.'.._!__ NB 152{2n)::, ~ ~~ EB i-- #20 Poinsettia Lane/ Batiquitos Drive SB 103 WB -ss I "---469(1044) Jlt ::=:it9181 91 (242) _;a " 1' r 1358(1088)------, ,.'._ ,.'.__ NB 0(0)-----, ::;§-g :!!' i EB N ~ #3 Palomar Airport Road/ 1-5 NB Ramps 109 ;;'i;i"~I WB i~J "---1185(753) SB JN j I <---1152(812) ,J, " .,,---583(475) 79(237) _;a I " i r 517(1251)------, _'.__...:_ NB 83(115)-----, ~;: ij !cj-- EB ..... ~ ffl #9 Palomar Airport Road/ El Camino Real 115 _;:::-,! -1 WB '1£[§" "---167(186) !ol !ll -<--410(556) SB J l ~ .,,---344(477) 13(42) _JI 11 T r 280(445) ---> ---NB 40(76)-----, if~ EB "' gj #15 Poinsettia Lane/ Avenida Encinas 121 SB _..,-I WB J~,, ::=~1~) V >J -10(9) 497(133) _;,.11 T r 317(359)--;. ___ NB 254(357) -----, gj i;; S, t~N EB #21 Poinsettia Lane/ Aviara Pkwy. 104 5:iJti:I WB i~i "---204{312) SB J-j I <--778(2261) ,!, " .,,---80(220) 330(395) _;a I " 1' r 2201(1206)------> ,.'..,.'.._ NB 153(200) -----, ~ ;:: ~ i~~ EB #4 Palomar Airport Road/ Paseo Del Norte 110 gi"_5 WB ~~~ "---171(23) SB J-I~ <---2694(1336) + a .,,---82(116) 607(26) _;a " 1 r 665(2470) ------, I 17(42)-----, l[§~ NB s! "';:a; EB 105 ~-~ 15'0..~ "---183(78) --1 WB SB JV I I <---883(2153) ,l, s .,,---38(265) 186(142) _;a 11 1 r 2050{730) ~' ---NB 1211133)-----, i:is1ll ii;~~ EB #5 Palomar Airport Road/ Armada Drive 111 WB SB J~,,1 ::=~7(1296) ,l, >J .,,---271(345) 958(2:::: 1111 NB 88(315) -----, \£ §-l(j 5 ~ EB ...,. N #10 Palomar Airport Road/ #11 Palomar Airport Road/ El Fuerte St. Melrose Drive 116 j:;" ~ WB i§:i "---0(0) SB J l I <---650(745) " .,,---487(755) 0101 _JI " i r 648(1019)------, ,!____ NB 103(171)---._, ~~~ EB #16 Poinsettia Lane/ 1-5 SB Ramps SB _ 122 r-'.:"; WB ~~s "---O(oJ "',._.,, <---0{0) J l \ .,,---0(01 302(1161 _JI 1 T r 0(0)------> ;;;-;;;-s NB 150(140) ---._, ~ iis o 1>,<lS" EB s,~ #22 El Camino Real/ Cassia Road SB 117 WB sss I "---383(262) ooo <---870{1212) J l 1,,. .,,---0(01 314(340) _;a 11 i r 573(954) ---> _ --NB 0(0)~ ~~~ in «> EB ~ ~ #17 Poinsettia Lane/ 1-5 NB Ramps SB N" ~~ ~~al"---0(0) J-11 <--0(0) -J, "' .,,---0(0) WB 123 55(200) _;a " T r 0(0)------> ,!__ __ NB 67(476) ~ ~ §l ~ """' EB ~ ~ #23 El Camino Real/ Camino Vida Roble Existing With Vision Plan Peak Hour Volumes EXHIBIT 10 124 125 126 127 128 129 [i WB ;=---WB [§' WB ~ _ WB fa~ WB WB §§l ~ "--159(112) e~f "--s3{57J e[ll i "--28{37! l':f~~ "--30(46) §~ ~ "--316{◄11) €§§ "--O(o) SB J I I <--0(0) SB )o I I <--0(0) SB Jo I I <--0(0) SB J-I I <--0(0) SB ) I I <--0(0) SB Jo J I <--631(655) '" \J .c-19(12) , -J, \J .c-48(68) -J, \J .c-343(356) -J, ,, .c-29(43) -J, \, .c-356(239) ,, \J .c-161(100) o(o> __;, " T ;i 58(58) __;, " t ;i 0(0) __;, " t ;i 112(m) __;, " t ;i O(o) __;, " t ;i O(o) __;, " t ;i 0(0) -> _I__,.'._ NB 0(0)-'> _I__I_,.'._ NB 0(0)-'> _I__I_,.'._ NB 0(0) -e. _I__I_,.'._ NB 0(0)-'> _l__l_l NB 451(566) -e. _I__I_,!_ NB o(o) ~ e~ ~ 0(0) ~ ~&.e 0(0) ~ *~ ~ 63(92) ~ §J¼c. O(o> ~ §-f~ 46(63) ~ §.~~ EB ~~«) EB ~~~ EB ~I EB ~ N EB ~! EB D; ~ #24 Ponto Drive/ #25 Beach Way/ #26 Avenida Encinas/ #27 Ponto Drive/ #28 La Costa Ave./ #29 La Costa Ave./ Carlsbad Blvd. Carlsbad Blvd. Carlsbad Blvd. Avenida Encinas N. Coast Highway 101 Vulcan Ave. 130 131 132 ljj" 133 _ 134 201 [ ( WB we VvB i~~ we -i~ wa wa ~ effl "--0(0) §:§:S "--4<1()(406) §:€§: "--0(0) al~~ "--126(189) ~~ S; "--98(204) §:S§: "--0(0) SB ) ii <--607(677) SB Jo If <--734{853) SB Jo 11 <e-1085(1247) SB Jm 11 <--492(410) SB )., 11 <--48(43) SB Jo f 1 <--399(734) -!, \J .c-295{457) + \J .c-0(0) t \J .c-19(34) , -J, \J ,,,--155(116) + \, .c-232(237) -J, \, .c-35(47) 0(0) __;, ', 1' 7' 182(166) __;, "s t 7' 0(0) __;, ', I 7' 667(572) __;, ', t 7' 12(20) __;, ', t 7' 0(0) __;, ', I 7' 524(585)-'> _I_,!_,.'._ NB 648(875)-'> _!__I_,.'._ NB 12n(1357)-'> _!__,.'._ NB 428(611) -e. _1__1_,.'._ NB 39(55)-'> _!__'._,.'._ NB 387(701) -_!__,!_ NB 165(197) ~ ~§-~ 0(0) ~ ~ ~~ 148(63) ~ g~~ 333(218} ~ ~ ~ ~ 9(13) ~ ~ f:g ~ 1(28) ~ ~*~ ffi"-.;f'rD t; ff i'~~ a,~~ ..... ~ EB EB -~ EB EB -i::: EB N-EB #30 La Costa Ave./ #31 La Costa Ave./ #32 La Costa Ave./ #33 La Costa Ave./ #34 Leucadia Blvd./ #35 La Costa Ave. I 1-5 SB Ramps 1-5 NB Ramps Pireaus St. El Camino Real N. Coast Highway 101 Sheridan Rd. ~ NOT TO SCALE Existing With Vision Plan Peak Hour Volumes 25101951.001 EXHIBIT 10 LEGEND • -Acceptable (LOS A or B) Q · Marginal (LOS C or D) • -Failure (LOS E or F) 0 NOTTO SCALE 25101951 001 . . . . . . ' . Existing with Vision Plan AM Level of Service EXHIBIT 11A LEGEND • -Acceptable (LOS A or B) Q -Marginal (LOS C or D) • -Failure (LOS E or F) 0 NOTTO SCALE 14F • • • 25101951.001 Existing with Vision Plan PM Level of Service EXHIBIT 11B INTERSECTION Palomar Airport Rd / Avenida Encinas Palomar Airport Rd / 1-5 SB Ramps Palomar Airport Rd/ 1-5 NB Ramps Palomar Airport Rd / Paseo Del Norte Palomar Airport Rd / Armada Dr Palomar Airport Rd / Hidden Valley Rd Palomar Airport Rd / College Blvd Palomar Airport Rd / Camino Vida Roble Palomar Airport Rd / El Camino Real Palomar Airport Rd / El Fuerte St Palomar Airport Rd / Melrose Dr Carlsbad Blvd/ Island Way Carlsbad Blvd / Breakwater Rd Carlsbad Blvd / Poinsettia Ln Poinsettia Ln / Avenida Encinas Poinsettia Ln / 1-5 SB Ramps Poinsettia Ln / 1-5 NB Ramps Poinsettia Ln / Paseo Del Norte Paseo Del Norte / Camino del las Ondas Poinsettia Ln / Batiquitos Dr Poinsettia Ln / Aviara Parkway El Camino Real / Cassia Rd El Camino Real / Camino Vida Roble Carlsbad Blvd / Ponto Dr Carlsbad Blvd I Beach Way (Future) Carlsbad Blvd/ Avenida Encinas Ponto Dr I Avenida Encinas La Costa Ave/ N. Coast Highway 101 La Costa Ave I Vulcan Ave La Costa Ave/ 1-5 SB Ramps La Costa Ave/ 1-5 NB Ramps La Costa Ave/ Piraeus St El Camino Real / La Costa Ave N. Coast Highway 101 / Leucadia Blvd La Costa Ave. / Sheridan Rd. Italic -Unsignalized Intersection Deficient intersections shown in bold. Table 11 Existing Plus Vision Plan Peak Hour Intersection LOS (ICU) Existing Existing + Vision Plan Change in V/C AM PM AM PM V/C LOS V/C LOS V/C LOS V/C LOS AM PM 0.614 B 0.790 C 0.623 B 0.800 C 0.009 0.010 0.529 A 0.503 A 0.530 A 0.504 A 0.001 0.001 0.752 C 0.736 C 0.753 C 0.742 C 0.001 0.006 0.711 C 0.859 D 0.711 C 0.863 D 0.000 0.004 0.505 A 0.772 C 0.505 A 0.772 C 0.000 0.000 0.507 A 0.729 C 0.529 A 0.730 C 0.022 0.001 0.491 A 0.786 C 0.491 A 0.801 D 0.000 0.015 0.596 A 0.622 B 0.596 A 0.622 B 0.000 0.000 0.680 B 0.857 D 0.680 B 0.861 D 0.000 0.004 0.871 D 0.723 C 0.873 D 0.725 C 0.002 0.002 0.685 B 0.831 D 0.686 B 0.833 D 0.001 0.002 0.316 A 0.399 A 0.328 A 0.407 A 0.012 0.008 0.318 A 0.391 A 0.331 A 0.399 A 0.013 0.008 0.510 A 0.492 A 0.641 B 0.749 C 0.131 0.257 0.431 A 0.646 B 0.519 A 0.747 C 0.088 0.101 0.476 A 0.654 B 0.625 B 0.844 D 0.149 0.190 0.639 B 0.582 A 0.730 C 0.705 C 0.091 0.123 0.552 A 0.796 C 0.577 A 0.847 D 0.025 0.051 0.483 A 0.412 A 0.506 A 0.440 A 0.023 0.028 0.625 B 0.553 A 0.640 B 0.570 A 0.015 0.017 0.453 A 0.595 A 0.463 A 0.624 B 0.010 0.029 0.533 A 0.539 A 0.538 A 0.600 B 0.005 0.061 0.413 A 0.539 A 0.415 A 0.541 A 0.002 0.002 0.377 A 0.378 A 0.479 A 0.618 B 0.102 0.240 --------0.232 A 0.273 A 0.232 0.273 0.400 A 0.429 A 0.460 A 0.522 A 0.060 0.093 --------11.9 B 14.6 B ---- 0.581 A 0.629 B 0.599 A 0.753 C 0.018 0.124 27.8 D 21.0 C 67.7 F 43.0 E 39.9 22.0 0.539 A 0.571 A 0.579 A 0.618 B 0.040 0.047 0.606 B 0.594 A 0.606 B 0.596 A 0.000 0.002 0.542 A 0.533 A 0.553 A 0.544 A 0.011 0.011 0.866 D 0.711 C 0.877 D 0.711 C 0.011 0.000 0.555 A 0.610 B 0.565 A 0.637 B 0.010 0.027 10.8 B 15.0 C 12.9 B 20.2 C 2.1 5.2 39 Street Location Palomar Airport Road to Island Way Island Way to Breakwater Road Breakwater Road to Poinsettia Lane Poinsettia Lane to Ponto Drive Carlsbad Blvd. Ponto Drive to Beach Way Beach Way to Avenida Encinas Avenida Encinas to La Costa Avenue La Costa Avenue to Leucadia Boulevard Cannon Road to Palomar Airport Road Palomar Airport to Poinsettia Lane Avenida Encinas Poinsettia Lane to Windrose Circle Windrose Circle to Carlsbad Boulevard College Boulevard El Camino Real to Palomar Airport Road Palomar Airport to Poinsettia Lane Aviara Parkway Poinsettia Lane to Batiquitos Drive Table 12 Existing Plus Vision Plan Peak Hour Roadway Segment LOS Existing Plus Vision Plan Direction Existing V/C AM Peak Hour PM Peak Hour (Lanes) Capacity AM PM Volume V/C LOS Volume V/C NB (2) 3,600 0.10 0.23 381 0.11 A 863 0.24 SB (2) 3,600 0.22 0.22 845 0.23 A 867 0.24 NB (2) 3,600 0.10 0.23 386 0.11 A 869 0.24 SB (2) 3,600 0.22 0.21 830 0.23 A 826 0.23 NB (2) 3,600 0.10 0.25 378 0.11 A 915 0.25 SB (2) 3,600 0.22 0.22 827 0.23 A 855 0.24 NB (2) 3,600 0.10 0.25 388 0.11 A 932 0.26 SB (2) 3,600 0.22 0.22 835 0.23 A 846 0.24 NB (2) 3,600 0.08 0.25 488 0.14 A 1138 0.32 SB (2) 3,600 0.24 0.20 1078 0.30 A 1059 0.29 NB (2) 3,600 0.10 0.24 448 0.12 A 966 0.27 SB (2) 3,600 0.25 0.20 984 0.27 A 813 0.23 NB (2) 3,600 0.14 0.28 713 0.20 A 1342 0.37 SB (2) 3,600 0.31 0.25 1299 0.36 A 1120 0.31 NB (2) 3,600 0.10 0.26 406 0.11 A 1040 0.29 SB (2) 3,600 0.38 0.21 1427 0.40 A 811 0.23 NB (2) 3,600 0.13 0.14 464 0.13 A 497 0.14 SB (2) 3,600 0.07 0.13 249 0.07 A 479 0.13 NB (1) 1,800 0.10 0.31 181 0.10 A 552 0.31 SB (1) 1,800 0.21 0.17 373 0.21 A 311 0, 17 NB (2) 3,600 0.09 0.17 383 0.10 A 672 0.19 SB (2) 3,600 0.13 0.15 514 0.14 A 641 0.17 NB (1) 1,800 0.08 0.11 321 0.18 A 462 0.26 SB (1) 1,800 0.11 0.12 371 0.21 A 393 0.22 NB (2) 3,600 0.25 0.10 909 0.25 A 379 0.11 SB (2) 3,600 0.06 0.24 219 0.06 A 891 0.25 NB (2) 3,600 0.20 0.11 723 0.20 A 385 0.11 SB (2) 3,600 0.06 0.20 201 0.06 A 705 0.20 NB (2) 3,600 0.15 0.15 529 0.15 A 557 0.15 SB (2) 3,600 0.11 0.24 392 0.11 A 860 0.24 40 LOS A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A Street Location Cannon Road to Palomar Airport Road Camino Del Parque to Paseo del Norte Camino del Las Ondas Camino del Las Ondas to Poinsettia Lane Faraday Avenue to Palomar Airport Road Palomar Airport Road to Camino Vida Roble El Camino Real Camino Vida Roble to Cassia Road Cassia Road to La Costa Avenue Avenida Encinas to 1-5 1-5 to Paseo del Norte Paseo del Norte to Armada Drive Armada Drive to Palomar Airport Road Hidden Valley Road Hidden Valley Road to College Boulevard College Boulevard to Camino Vida Roble Camino Vida Roble to El Camino Real El Camino Real to El Fuerte Street Table 12 Existing Plus Vision Plan Peak Hour Roadway Segment LOS Existing Plus Vision Plan Direction Existing V/C AM Peak Hour PM Peak Hour (Lanes) Capacity AM PM Volume V/C LOS Volume V/C NB (2) 3,600 0.13 0.20 461 0.13 A 717 0.20 SB (2) 3,600 0.08 0.19 290 0.08 A 688 0.19 NB (1) 1,800 0.23 0.33 411 0.23 A 595 0.33 SB (1) 1,800 0.15 0.28 271 0.15 A 507 0.28 NB (1) 1,800 0.03 0.02 46 0.03 A 27 0.02 SB (1) 1,800 0.02 0.03 28 0.02 A 61 0.03 NB (3) 5,400 0.28 0.27 1,488 0.28 A 1,433 0.27 SB (3) 5,400 0.24 0.32 1,279 0.24 A 1751 0.32 NB (3) 5,400 0.19 0.27 1,038 0.19 A 1,490 0.28 SB (3) 5,400 0.25 0.23 1,346 0.25 A 1,281 0.24 NB (2) 3,600 0.35 0.32 1,251 0.35 A 1,178 0.33 SB (3) 5,400 0.22 0.26 1,188 0.22 A 1,410 0.26 NB (3) 5,400 0.25 0.38 1,352 0.25 A 2,038 0.38 SB (2) 3,600 0.51 0.55 1,843 0.51 B 1,972 0.55 EB (3) 5,400 0.11 0.20 602 0.11 A 1,101 0.20 WB (3) 5,400 0.16 0.15 872 0.16 A 861 0.16 EB (3) 5,400 0.45 0.32 2,430 0.45 A 1,712 0.32 WB (3) 5,400 0.20 0.48 1,079 0.20 A 2,603 0.48 EB (3) 5,400 0.44 0.31 2,365 0.44 A 1,663 0.31 WB (3) 5,400 0.19 0.46 1,045 0.19 A 2,495 0.46 EB (3) 5,400 0.44 0.29 2,366 0.44 A 1,545 0.29 WB (3) 5,400 0.24 0.41 1,307 0.24 A 2,212 0.41 EB (3) 5,400 0.43 0.28 2,339 0.43 A 1,514 0.28 WB (3) 5,400 0.24 0.40 1,320 0.24 A 2,176 0.40 EB (3) 5,400 0.28 0.26 1,509 0.28 A 1,408 0.26 WB (3) 5,400 0.19 0.30 1,018 0.19 A 1,633 0.30 EB (3) 5,400 0.21 0.27 1,122 0.21 A 1,470 0.27 WB (3) 5,400 0.22 0.23 1,210 0.22 A 1,261 0.23 EB (3) 5,400 0.30 0.58 1,629 0.30 A 3,151 0.58 WB (3) 5,400 0.48 0.30 2,622 0.49 A 1,645 0.30 41 LOS A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A Street Location Palomar Airport Road El Fuerte Street to Melrose Drive Carlsbad Boulevard to Avenida Encinas Avenida Encinas to 1-5 1-5 to Paseo del Norte Poinsettia Lane Paseo Del Norte to Batiquitos Drive Batiquitos Drive to Aviara Parkway Aviara Parkway to Cassia Road Carlsbad Boulevard to Vulcan Avenue Vulcan Avenue to 1-5 La Costa Avenue 1-5 to Piraeus Street Piraeus Street to El Camino Real East of El Camino Real Ponto Drive Carlsbad Boulevard to Avenida Encinas Table 12 Existing Plus Vision Plan Peak Hour Roadway Segment LOS Existing Plus Vision Plan Direction Existing VIC AM Peak Hour PM Peak Hour (Lanes) Capacity AM PM Volume VIC LOS Volume VIC EB (3) 5,400 0.21 0.62 1,136 0.21 A 3,370 0.62 WB (3) 5,400 0.50 0.28 2,691 0.50 A 1,532 0.28 EB (2) 3,600 0.06 0.09 382 0.11 A 536 0.15 WB (2) 3,600 0.15 0.11 714 0.20 A 666 0.19 EB (2) 3,600 0.13 0.25 717 0.20 A 1,141 0.32 WB (2) 3,600 0.28 0.22 1,246 0.35 A 1,141 0.32 EB (2) 3,600 0.28 0.40 1,078 0.30 A 1,516 0.42 WB (2) 3,600 0.30 0.35 1,167 0.32 A 1,355 0.38 EB (2) 3,600 0.24 0.31 921 0.26 A 1,165 0.32 WB (2) 3,600 0.23 0.27 879 0.24 A 1,052 0.29 EB (2) 3,600 0.21 0.22 818 0.23 A 863 0.24 WB (2) 3,600 0.12 0.22 474 0.13 A 876 0.24 EB (2) 3,600 0.02 0.03 100 0.03 A 161 0.04 WB (2) 3,600 0.03 0.02 141 0.04 A 157 0.04 EB (1) 1,800 0.20 0.26 497 0.28 A 631 0.35 WB (1) 1,800 0.29 0.26 688 0.38 A 705 0.39 EB (1) 1,800 0.24 0.29 575 0.32 A 671 0.37 WB (1) 1,800 0.35 0.29 792 0.44 A 763 0.42 EB (2) 3,600 0.39 0.38 1,425 0.40 A 1,420 0.39 WB (2) 3,600 0.31 0.35 1,142 0.32 A 1,310 0.36 EB (2) 3,600 0.30 0.38 1,118 0.31 A 1,397 0.39 WB (2) 3,600 0.31 0.32 1,149 0.32 A 1,213 0.34 EB (2) 3,600 0.10 0.24 414 0.12 A 891 0.25 WB (2) 3,600 0.20 0.18 769 0.21 A 704 0.20 EB (1) 1800 0.02 0.01 178 0.10 A 184 0.10 WB (1) 1800 0.01 0.02 162 0.09 A 255 0.14 42 LOS B A A A A A A A A A A A A A A A A A A A A A A A A A TRAFFIC MODELING METHODOLOGY The North County Subarea Model, based on the SAN DAG Series 10 model, was used in this analysis of Near Term (2010) and Horizon Year (2030) conditions. The model assumes full build out of the City's Circulation Element roadway network by year 2030 with the following major improvements assumed to be in place in the City of Carlsbad in the near term (prior to 2010): o Extension of El Fuerte from Palomar Airport Road to Faraday Avenue (2007) • Construction of Faraday Avenue from El Camino to Melrose Drive (2007) • Completion of Poinsettia Lane (2010) Average Daily Traffic (ADT) volumes produced by the traffic model were post processed to forecast peak hour intersection turning movement volumes and peak hour roadway segment volumes. In the vicinity of new roadways, turns reports produced by the traffic model were reviewed to identify potential changes in traffic patterns with the opening and/or extension of new roadways. Near Term (2010) traffic model volumes did not include the proposed land uses included in the Ponto Beachfront Village Vision Plan. Therefore the forecast traffic volumes in the 2010 model were post-processed with the volumes associated land uses in the model extracted to reflect the "without Vision Plan conditions" for 2010. The Ponto Beachfront Village Vision Plan traffic volumes were then added to the post-processed model volumes to reflect the "2010 with Vision Plan conditions". The SAN DAG 2030 model land use data set was modified to include the Ponto Beachfront Village Vision Plan proposed land use designations. The post-processed peak hour intersection and roadway segment volumes therefore include the Vision Plan. To determine the "without Vision Plan conditions for 2030", traffic associated with the Ponto Beachfront Village Vision Plan was extracted from the traffic model. The site is currently occupied by a number of different uses. For both 2010 and 2030 "without Vision Plan analysis, traffic associated with the existing uses on site was included in the analysis. Near Term (2010) Cumulative Projects To compliment the SAN DAG traffic model data for 2010, four cumulative projects located within the City of Encinitas were added to the Near Term 2010 analysis. City of Encinitas staff provided cumulative project traffic data through the study area based on information from traffic studies prepared for each of the following cumulative projects: 1. Encinitas Beach Resort -The resort will include130 hotel rooms with restaurant, meeting rooms, and banquet facilities. Located on the western leg of the intersection of La Costa Ave.IN. Coast Highway 101. This intersection was included in the Series 10 traffic model data, but the location where the trips associated with the roadway network did not reflect the actual project access point. Therefore, the traffic at the intersection of La Costa Avenue/N. 43 Coast Highway 101 was modified to reflect information provided in the Encinitas Beach Resort traffic report. 2. Coral Cove Subdivision -The subdivision will consist of 69 unit residential development, comprising of 39 single family attached dwelling units and 30 attached dwelling units. The project is located on the southeast corner of the intersection of Vulcan Ave./Ashbury St. 3. Chevron Service Station -This project is proposing to rebuild the existing sevice station located at 540 La Costa Ave. The project will consist of 2,945 square foot convenience store and a 3,676 square foot canopy with twelve fueling stations. 4. Shoreline Resort -The resort includes a 26-unit timeshare located on the northeast quadrant at the intersection of La Costa Avenue and N. Coast Highway 101. To determine the impacts under the Near Term 2010 conditions, the additional cumulative project traffic volumes were added to the 2010 post processed model volumes and analyzed with and without the Ponto Vision Plan. Cumulative background data, including trip generations, distributions and project locations are included in Appendix E. Based on discussions with City of Encinitas staff, the Encinitas Beach Resort is conditioned to improve the intersection of La Costa Ave./ N. Coast Highway 101. This improvement was in design at the time this traffic report was prepared. Therefore, the improvements are assumed to be constructed prior to occupancy of the Ponto Beachfront Village Vision Plan. Therefore, the short- term intersection improvements are included in the evaluation of the study intersections under the Near Term (2010) and Horizon Year (2030) with and without the Vision Plan. The Near Term roadway improvement includes: • La Costa Avenue IN. Coast Highway 101: A. The traffic signal at La Costa Ave.IN. Coast Highway 101 will be modified to add the project driveway as the forth leg, including constructing a northbound left-turn lane, adding and relocating hardware as necessary, and modifying the striping, signing and pavement legends as needed. B. A right-turn deceleration lane shall be constructed on the southbound approach to the La Costa Avenue/ N. Coast Highway 101 intersection. In addition to the intersection and roadway improvements at the intersection of La Costa Avenue/ N. Coast Highway 101, the Coral Cove residential subdivision (cumulative project) is conditioned by the City of Encinitas to improve the unsignalized intersection of La Costa Avenue/ Vulcan Avenue. The Near Term roadway improvement includes: c, La Costa Avenue I Vulcan Avenue -widened and re-stripe the northbound approach to include a dedicated left-turn lane and right-turn lane. 44 NEAR TERM (2010) ANALYSIS Exhibits 12 and 13 illustrate the peak hour intersection volumes for the Near Term (2010) without and with Ponto Beachfront Village Vision Plan volumes respectively. Daily traffic volumes without and with the Ponto Beachfront Village Vision Plan are illustrated in Exhibits 14 and 15 respectively. Post-processing worksheets are provided in Appendix F. Intersection Operations The Near Term (2010) intersection operations were evaluated with the forecast 2010 traffic volumes and Near Term intersection geometry (Exhibit 16) using the 2000 HCM Operations methodology. Detailed HCM calculation worksheets are contained in Appendix G. Table 13 summarizes the results of the Near Term (2010) analysis without and with the proposed land uses as described in the Ponto Beachfront Village Vision Plan. Exhibits 17 and 18 classify intersections into one of three categories based on the forecast LOS: Acceptable (LOS A & B), Marginal (LOS C & D), and Failing (LOSE & F). Exhibit 17 illustrates the peak hour intersection classifications based on forecast "without Ponto Beachfront Village Vision Plan" operating conditions. With Ponto Beachfront Village Vision Plan LOS are illustrated in Exhibit 18. As shown, the following five (5) intersections are forecast to operate at deficient ("failing") LOS without or with the Vision Plan: • Palomar Airport Road / El Camino Real, o Palomar Airport Road / El Fuerte Street, o La Costa Avenue/ N. Coast Highway 101, o La Costa Avenue / Vulcan Avenue, and • La Costa Avenue / El Camino Real. These intersections are forecast to operate at deficient LOS without or with the land use as described in the Ponto Beachfront Village Plan. Peak Hour Roadway Segment Analysis Table 14 summarizes the results of the Near Term (2010) without and with the land use designations as described in the Ponto Beachfront Village Vision Plan peak hour roadway segment analysis. The segment capacities are based on road classification identified in the City of Carlsbad's Circulation Element. As shown in Table 14, all future roadway segments are forecast to operate at acceptable levels of service {LOS D or better) without or with the land use designations included in the Ponto Beachfront Village Vision Plan. 45 Intersections . Palomar Airport Road / Avenida Encinas Palomar Airport Road / 1-5 SB Ramps Palomar Airport Road / 1-5 NB Ramps Palomar Airport Road / Paseo Del Norte Palomar Airport Road / Armada Drive Palomar Airport Road / Hidden Valley Road Palomar Airport Road / College Boulevard Palomar Airport Road / Camino Vida Roble Palomar Airport Road/ El Camino Real Palomar Airport Road/ El Fuerte St. Palomar Airport Road / Melrose Drive Carlsbad Boulevard / Island Way Carlsbad Boulevard / Breakwater Road Carlsbad Boulevard / Poinsettia Lane Poinsettia Lane / Avenida Encinas Poinsettia Lane/ 1-5 SB Ramps Poinsettia Lane/ 1-5 NB Ramps Poinsettia Lane / Paseo Del Norte Paseo Del Norte I Camino del las Ondas Poinsettia Lane / Batiquitos Drive Poinsettia Lane/ Aviara Parkway El Camino Real / Cassia Road El Camino Real / Camino Vida Roble Carlsbad Boulevard / Ponto Drive Carlsbad Boulevard/ Beach Way Carlsbad Boulevard/ Avenida Encinas Ponto Drive / Avenida Encinas La Costa Avenue/ N. Coast Highway 101 La Costa A venue I Vulcan Avenue La Costa Avenue/ 1-5 SB Ramps La Costa Avenue/ 1-5 NB Ramps La Costa Avenue/ Piraeus St. El Camino Real / La Costa Avenue N. Coast Highway 101 / Leucadia Avenue La Costa Ave./ Sheridan Rd. Italic -Unsignalized Intersection Deficient intersections shown in bold. Table 13 Near Term (2010) Peak Hour Intersection LOS -HCM Without Vision Plan With Vision Plan AM PM AM PM Delay LOS Delay LOS Delay LOS Delay 31.6 C 45.4 D 31.7 C 47.0 20.0 C 15.8 B 20.1 C 16.0 39.4 D 32.6 C 39.9 D 33.4 34.5 C 40.9 D 34.6 C 41.0 20.8 C 47.8 D 20.8 C 47.8 14.1 B 16.2 B 15.3 B 16.4 35.7 D 41.1 D 35.8 D 42.0 30.1 C 35.0 D 30.1 C 35.0 49.3 D 77.3 E 49.3 D 78.4 91.5 F 30.3 C 92.2 F 30.4 55.0 D 50.6 D 55.2 E 50.9 8.1 A 7.2 A 8.0 A 7.2 12.6 B 6.2 A 12.7 B 6.2 28.3 C 32.3 C 34.9 C 54.6 32.3 C 38.6 D 34.7 C 43.1 25.9 C 28.0 C 30.8 C 46.0 29.9 C 28.1 C 37.0 D 35.9 28.0 C 35.6 D 28.9 C 40.3 29.9 C 24.7 C 30.9 C 26.2 23.4 C 23.2 C 23.0 C 23.1 30.2 C 33.2 C 30.1 C 33.9 21.2 C 11.2 B 22.4 C 15.2 23.0 C 40.9 D 23.0 C 41.1 9.6 A 18.5 B 20.1 C 30.8 ----11.6 B 14.6 13.9 B 14.2 B 18.7 B 19.6 29.3 C 31.7 C 34.0 C 36.2 38.2 D 41.1 D 42.4 D 87.4 98.8 F 151.8 F 216.4 F 394.4 25.5 C 27.6 C 25.1 C 27.2 22.4 C 23.0 C 22.8 C 24.3 11.6 B 11.1 B 11.6 B 11.0 61.3 E 39.4 D 61.5 E 39.9 33.7 C 48.1 D 35.4 D 50.1 11.0 B 16.8 C 13.2 B 23.8 46 Change in Delay LOS AM PM D 0.1 1.5 B 0.1 0.2 C 0.5 0.8 D 0.1 0.1 D 0.0 0.0 B 1.2 0.2 D 0.1 0.9 C 0.0 0.0 E 0.0 1 .1 C 0.7 0.1 D 0.2 0.3 A -0.1 0.0 A 0.1 0.0 D 6.6 22.3 D 2.4 4.5 D 4.9 18.0 D 7.1 7.8 D 0.9 4.7 C 1.0 1.5 C -0.4 -0.1 C -0.1 0.7 B 1.2 4.0 D 0.0 0.2 C 12.3 14.4 B 10.0 14.6 B 4.8 5.4 D 4.7 4.5 F 4.2 46.3 F 117.6 242.6 C -0.4 -0.4 C 0.4 1.3 B 0.0 -0.1 D 0.2 0.5 D 1. 7 2.0 C 2.2 7.0 Direction Location (# lanes) Capacity Palomar Airport Road NB (2) 3,600 to Island Way SB (2) 3,600 Island Way to NB (2) 3,600 Breakwater Road SB (2) 3,600 Breakwater Road to NB (2) 3,600 Poinsettia Lane SB (2) 3,600 Poinsettia Lane to NB (2) 3,600 Carlsbad Ponto Drive SB (2) 3,600 Blvd. NB (2) 3,600 Ponto Drive to Beach Way SB (2) 3,600 Beach Way to NB (2) 3,600 Avenida Encinas SB (2) 3,600 Avenida Encinas to NB (2) 3,600 La Costa Avenue SB (2) 3,600 La Costa Avenue to NB (2) 3,600 Leucadia Boulevard SB (2) 3,600 Cannon Road to NB (2) 3,600 Palomar Airport Road SB (2) 3,600 Palomar Airport Road NB (1) 1,800 Avenida to Poinsettia Lane SB (1) 1,800 Encinas NB (2) 3,600 Poinsettia Lane to Windrose Circle SB 2) 3,600 Windrose Circle NB (1) 1,800 to Carlsbad Boulevard SB (1) 1,800 Table 14 Near Term (2010) Peak Hour Roadwav SeQment LOS 2010 2010 2010 No Vision Plan A.M. No Vision Plan P.M. With Vision Plan A.M. Volume V/C LOS Volume V/C LOS Volume V/C LOS 414 0.12 A 1,064 0.30 A 438 0.12 A 1,004 0.28 A 1,259 0.35 A 1,048 0.29 A 409 0.11 A 1,077 0.30 A 433 0.12 A 984 0.27 A 1,207 0.34 A 1,028 0.29 A 383 0.11 A 1,008 0.28 A 407 0.11 A 933 0.26 A 1,040 0.29 A 977 0.27 A 382 0.11 A 1,020 0.28 A 406 0.11 A 951 0.26 A 1,042 0.29 A 995 0.28 A 979 0.27 A 1,061 0.29 A 1,187 0.33 A 1,109 0.31 A 1,275 0.35 A 1,333 0.37 A 769 0.21 A 873 0.24 A 850 0.23 A 1,172 0.33 A 1,189 0.33 A 1,241 0.34 A 1,003 0.28 A 1,057 0.29 A 1,223 0.34 A 1,356 0.38 A 1,381 0.38 A 1,553 0.43 A 461 0.13 A 1,203 0.33 A 521 0.14 A 1,832 0.51 A 808 0.22 A 1,887 0.52 A 412 0.11 A 493 0.14 A 414 0.12 A 253 0.07 A 649 0.18 A 255 0.07 A 210 0.12 A 580 0.32 A 213 0.12 A 442 0.24 A 367 0.20 A 445 0.24 A 552 0.15 A 594 0.17 A 609 0.17 A 392 0.11 A 615 0.17 A 450 0.13 A 255 0.14 A 339 0.19 A 430 0.24 A 294 0.16 A 297 0.17 A 457 0.25 A 47 2010 Change With Vision Plan P.M. in V/C Volume V/C LOS AM PM 1,091 0.30 A 0.00 0.00 1,325 0.37 A 0.01 0.02 1,104 0.31 A 0.01 0.01 1,273 0.35 A 0.02 0.01 1,035 0.29 A 0.00 0.01 1,106 0.31 A 0.01 0.02 1,047 0.29 A 0.00 0.01 1,108 0.31 A 0.02 0.02 1,296 0.36 A 0.06 0.07 1,611 0.45 A 0.06 0.10 990 0.28 A 0.02 0.04 1,288 0.36 A 0.01 0.03 1,387 0.39 A 0.06 0.10 1,599 0.44 A 0.05 0.06 1,294 0.36 A 0.01 0.03 869 0.24 A 0.01 0.02 495 0.14 A 0.01 0.00 653 0.18 A 0.00 0.00 583 0.32 A 0.00 0.00 372 0.20 A 0.00 0.00 654 0.18 A 0.02 0.01 702 0.20 A 0.02 0.03 604 0.34 A 0.10 0.15 468 0.26 A 0.09 0.09 Direction Location (# lanes) Capacity College El Camino Real to NB (2) 3,600 Boulevard Palomar Airport Road SB (2) 3,600 Palomar Airport Road NB (2) 3,600 Aviara to Poinsettia Lane SB (2) 3,600 Parkway NB (2) 3,600 Poinsettia Lane to Batiquitos Drive SB (2) 3,600 Cannon Road to NB (2) 3,600 Palomar Airport Road SB (2) 3,600 Paseo def Camino Del Parque to NB (1) 1,800 Norte Camino del Las Ondas SB (1) 1,800 Camino del Las Ondas NB (1) 1,800 to Poinsettia Lane SB (1) 1,800 Faraday Avenue to NB (3) 5,400 Palomar Airport Road SB (3) 5,400 Palomar Airport Road NB (3) 5,400 El Camino to Camino Vida Roble SB (3) 5,400 Real NB (2) 3,600 Camino Vida Roble to Cassia Road SB (3) 5,400 Cassia Road to La NB (3) 5,400 Costa Avenue SB (2) 3,600 EB (3) 5,400 Palomar Avenida Encinas to 1-5 WB (3) 5,400 Airport Road EB (3) 5,400 1-5 to Paseo del Norte WB (3) 5,400 Table 14 Near Term (2010) Peak Hour Roadwav Seqment LOS -2010 2010 2010 No Vision Plan A.M. No Vision Plan P.M. With Vision Plan A.M. Volume VIC LOS Volume VIC LOS Volume VIC LOS 1,339 0.37 A 591 0.16 A 1,353 0.38 A 451 0.13 A 1,252 0.35 A 466 0.13 A 980 0.27 A 450 0.13 A 980 0.27 A 273 0.08 A 1,008 0.28 A 273 0.08 A 709 0.20 A 583 0.16 A 714 0.20 A 362 0.10 A 958 0.27 A 367 0.10 A 765 0.21 A 830 0.23 A 767 0.21 A 346 0.10 A 849 0.24 A 349 0.10 A 739 0.41 A 620 0.34 A 739 0.41 A 330 0.18 A 1,027 0.57 A 330 0.18 A 90 0.05 A 34 0.02 A 90 0.05 A 28 0.02 A 109 0.06 A 28 0.02 A 2,444 0.45 A 1,742 0.32 A 2,444 0.45 A 1,600 0.30 A 2,221 0.41 A 1,600 0.30 A 1,807 0.33 A 1,557 0.29 A 1,816 0.34 A 1,329 0.25 A 1,820 0.34 A 1,339 0.25 A 2,145 0.60 A 1,142 0.32 A 2,154 0.60 A 1,701 0.32 A 1,268 0.23 A 1,710 0.32 A 2,377 0.44 A 2,251 0.42 A 2,377 0.44 A 2,130 0.59 A 2,145 0.60 A 2,130 0.59 A 598 0.11 A 1,081 0.20 A 609 0.11 A 879 0.16 A 1,082 0.20 A 909 0.17 A 2,658 0.49 A 2,037 0.38 A 2,660 0.49 A 1,198 0.22 A 2,993 0.55 A 1,202 0.22 A 48 2010 Change With Vision Plan P.M. in VIC Volume VIC LOS AM PM 606 0.17 A 0.01 0.01 1,275 0.35 A 0.00 0.00 450 0.13 A 0.00 0.00 1,008 0.28 A 0.00 0.00 591 0.16 A 0.00 0.00 963 0.27 A 0.00 0.00 833 0.23 A 0.00 0.00 853 0.24 A 0.00 0.00 620 0.34 A 0.00 0.00 1,027 0.57 A 0.00 0.00 34 0.02 A 0.00 0.00 109 0.06 A 0.00 0.00 1,742 0.32 A 0.00 0.00 2,221 0.41 A 0.00 0.00 1,567 0.29 A 0.01 0.00 1,834 0.34 A 0.00 0.00 1,152 0.32 A 0.00 0.00 1,278 0.24 A 0.00 0.01 2,251 0.42 A 0.00 0.00 2,145 0.60 A 0.00 0.00 1,093 0.20 A 0.00 0.00 1,126 0.21 A 0.01 0.01 2,041 0.38 A 0.00 0.00 2,998 0.56 A 0.00 0.01 Direction Location (# lanes) Capacity Paseo del Norte to EB (3) 5,400 Armada Drive WB (3) 5,400 Armada Drive to EB (3) 5,400 Hidden Valley Road WB (3) 5,400 Hidden Valley Road to EB (3) 5,400 College Boulevard WB (3) 5,400 Palomar EB (3) 5,400 Airport College Boulevard to Road Camino Vida Roble WB (3) 5,400 Camino Vida Roble to EB (3) 5,400 El Camino Real WB (3) 5,400 El Camino Real to EB (3) 5,400 El Fuerte Street WB (3) 5,400 El Fuerte Street to EB (3) 5,400 Melrose Drive WB (3) 5,400 Carlsbad Boulevard to EB (2) 3,600 Avenida Encinas WB (2) 3,600 EB (2) 3,600 Poinsettia Avenida Encinas to 1-5 WB (2) 3,600 Lane EB (2) 3,600 1-5 to Paseo del Norte WB (2) 3,600 Paseo Del Norte to EB (2) 3,600 Batiquitos Drive WB (2) 3,600 Batiquitos Drive to EB (2) 3,600 Aviara Parkway WB (2) 3,600 Table 14 Near Term (2010) Peak Hour Roadwav Seament LOS -2010 2010 2010 No Vision Plan A.M. No Vision Plan P.M. With Vision Plan A.M. Volume V/C LOS Volume V/C LOS Volume V/C LOS 2,629 0.49 A 1,613 0.30 A 2,629 0.49 A 1,179 0.22 A 2,957 0.55 A 1,180 0.22 A 2,458 0.46 A 1,923 0.36 A 2,458 0.46 A 1,557 0.29 A 2,588 0.48 A 1,558 0.29 A 2,364 0.44 A 1,799 0.33 A 2,382 0.44 A 1,565 0.29 A 2,467 0.46 A 1,586 0.29 A 1,703 0.32 A 1,361 0.25 A 1,703 0.32 A 1,136 0.21 A 1,585 0.29 A 1,137 0.21 A 1,273 0.24 A 1,360 0.25 A 1,273 0.24 A 1,354 0.25 A 1,140 0.21 A 1,355 0.25 A 1,818 0.34 A 2,874 0.53 A 1,827 0.34 A 3,115 0.58 A 1,751 0.32 A 3,125 0.58 A 1,368 0.25 A 3,095 0.57 A 1,377 0.26 A 3,146 0.58 A 1,691 0.31 A 3,156 0.58 A 196 0.05 A 420 0.12 A 380 0.11 A 339 0.09 A 483 0.13 A 519 0.14 A 660 0.18 A 1,006 0.28 A 894 0.25 A 770 0.21 A 943 0.26 A 1,001 0.28 A 1,334 0.37 A 1,603 0.45 A 1,402 0.39 A 1,254 0.35 A 1,480 0.41 A 1,329 0.37 A 965 0.27 A 1,147 0.32 A 1,015 0.28 A 951 0.26 A 1,093 0.30 A 1,006 0.28 A 1,065 0.30 A 855 0.24 A 1,116 Q.31 A 651 0.18 A 1,311 0.36 A 706 0.20 A 49 2010 Change With Vision Plan P.M. in V/C Volume V/C LOS AM PM 1,614 0.30 A 0.00 0.00 2,958 0.55 A 0.00 0.00 1,924 0.36 A 0.00 0.00 2,589 0.48 A 0.00 0.00 1,820 0.34 A 0.00 0.01 2,498 0.46 A 0.00 0.00 1,362 0.25 A 0.00 0.00 1,586 0.29 A 0.00 0.00 1,361 0.25 A 0.00 0.00 1,141 0.21 A 0.00 0.00 2,884 0.53 A 0.00 0.00 1,766 0.33 A 0.00 0.01 3,105 0.58 A 0.01 0.01 1,706 0.32 A 0.00 0.01 627 0.17 A 0.06 0.05 752 0.21 A 0.05 0.08 1,265 0.35 A 0.07 0.07 1,289 0.36 A 0.07 0.10 1,679 0.47 A 0.02 0.02 1,592 0.44 A 0.02 0.03 1,203 0.33 A 0.01 0.02 1,175 0.33 A 0.02 0.03 911 0.25 A 0.01 0.01 1,394 0.39 A 0.02 0.03 Direction Location (# lanes) Capacity Poinsettia EB (2) 3,600 Lane Aviara Parkway to El Camino Real WB (2) 3,600 Carlsbad Boulevard to EB (1) 1,800 Vulcan Avenue WB (1) 1,800 EB (1) 1,800 Vulcan Avenue to 1-5 WB (1) 1,800 La Costa EB (2) 3,600 Ave. 1-5 to Piraeus Street WB (2) 3,600 Piraeus Street to EB (2) 3,600 El Camino Real WB (2) 3,600 EB (2) 3,600 East of El Camino Real WB (2) 3,600 Ponto Carlsbad Boulevard to NB (1) 1,800 Drive Avenida Encinas SB (1) 1,800 Table 14 Near Term (2010) --Peak Hour Roadway Seament LOS 2010 2010 2010 No Vision Plan A.M. No Vision Plan P.M. With Vision Plan A.M. Volume VIC LOS Volume VIC LOS Volume VIC LOS 429 0.12 A 427 0.12 A 475 0.13 A 375 0.10 A 700 0.19 A 425 0.12 A 551 0.31 A 737 0.41 A 692 0.38 A 655 0.36 A 632 0.35 A 815 0.45 A 715 0.40 A 809 0.45 A 856 0.48 A 887 0.49 A 1,327 0.74 C 1,047 0.58 A 1,583 0.44 A 1,562 0.43 A 1,620 0.45 A 1,465 0.41 A 1,518 0.42 A 1,505 0.42 A 1,578 0.44 A 1,455 0.40 A 1,615 0.45 A 1,337 0.37 A 1,136 0.32 A 1,377 0.38 A 542 0.15 A 981 0.27 A 579 0.16 A 923 0.26 A 722 0.20 A 963 0.27 A 102 0.06 A 150 0.08 A 243 0.13 A 9 0.00 A 221 0.12 A 152 0.08 A Note: Deficient roadway segment operation shown in bold. (#) Number of lanes. 50 2010 Change With Vision Plan P.M. in VIC Volume VIC LOS AM PM 478 0.13 A 0.01 0.01 775 0.22 A 0.02 0.03 893 0.50 A 0.07 0.01 872 0.48 A 0.08 0.14 965 0.54 A 0.08 0.09 1,567 0.87 D 0.09 0.13 1,603 0.45 A 0.01 0.02 1,578 0.44 A 0.01 0.02 1,496 0.42 A 0.01 0.02 1,196 0.33 A 0.01 0.01 1,022 0.28 A 0.01 0.01 782 0.22 A 0.01 0.02 307 0.17 A 0.11 0.09 435 0.24 A 0.08 0.12 ::;:::;:::;: 0..0..0.. ~~~ <{ <{ <{ AM/PM AM/PM AM/PM AM/PM AM/PM AM/PM ::;;;::;:::;; 0..0..0.. ~~~ <{ <{ <{ EXAMPLE 106 WB l:;;-i I "---45(20) SB J-f i <---1476(2405) -1, lo .,,.--44142) 70(70) __;, 11 I / NB 2302(1696)---+ i'C§:\g 86(157) --,, f ~ ~ EB '1#6 Palomar Airport Road/ Hidden Valley Rd. SB -112 ~:;;-WB ~, i "--20(10) J I I <-----0(0) -1, :, ,.,---16(22) 0(0) __;, " i' r 0(0)---+ ,!__,!___ NB 0(0)----,. ~:g §. EB i'- #12 Island Way/ Carlsbad Blvd. ::;_s "' -1 WB 118 ~~i "---61(56) SB J l ~ :=:;017) ~:i~1111 NB 21(63)~ ~~55-!(j!-N EB #18 Poinsettia Lane/ Paseo Del Norte ~ NOT TO SCALE 25101951.001 cZ ~:;; -'°"I WB 101 ~~~ "---289(314) SB JN 11 <-----275(519) ,I, " "315(249) 67(59) __;, I " 1' -, 305(318)---+ I ( 63(31)-,,, ~~lg NB 1!l-~ EB ~~ #1 Palomar Airport Road/ Avendia Encinas 0, .... -:f)f.S "---38(92) :;;-_ I WB 107 "'.,,8 SB J I I f--822(1636) -1, " .,,.--56(2S0) 811(363) __;, I" r r 1566(978) ~, ,!__ __ NB 5a(284) -ill ~ ~ EB ii~ #7 Palomar Airport Road/ Aviara Pkwy./College Blvd. SB "' s~jij"l"---15117) i!S"o! .:-<-----0(0) J l \ .,,.--25(30) WB 113 O(O) __;, 11 r r 0(0)---+ ___ NB 0(0)-..._,. §-i§ ~-EB #13 Breakwater Road/ Carlsbad Blvd. SB 119 _!/f~1 WB ~~e "---96186) ....... :;i <---6116) J l ~ .,-22B(11a) 20(24) __;, [ " T r 13(4)---+ ,!____ NB 29{24)~ ~~~ EB :: i~ #19 Paseo del Norte/ Camino de las Ondas _ 102 CO ~ WB ge:i "---34711221) SB J""' \ I f--880(1115) V " .,,.--0(0) 0(0)__;, I" ~1 r 642(1198)---+ ,!__ __ NB 1211273)--,, §-§-§- EB #2 Palomar Airport Road/ 1-5 SB Ramps I 108 ~in~ WB ~~i "---253(40) SB 77 ~ f-90B(1000) .,,.--193(100) 108147) __;, 1135(1100)---+ 1 1' r s;:::-,:::-NB 460(214)--,, _,..,,., ~o-::::. EB ~~l;j #8 Palomar Airport Road/ Camino Vida Roble 114 SB s[~I WB *a,~ "---91(170) ..,1;1_ 0(0) J l 1,, := 213(346) 1~~l =:: 1111 NB 10(17)~ ?§! EB l8:: #14 Poinsettia Lane/ Carlsbad Blvd. SB 120 ;;:-~.,I WB J 1r~ ::~~1) -1, lo ,.,---9(14) 42(125) __;, I' 1 r 887(803) ---+ ---NB 153(310)--,, t;; ::C ':" jllfW EB #20 Poinsettia Lane/ Batiquitos Drive 103 WB SB j!ll ==~~~l 126(290) __;, " 1 r 149911300)---+ ,!__ __ NB 0(0)~ ~~~ a;-.,,. EB N ~ #3 Palomar Airport Road/ 1-5 NB Ramps _ 109 ~~~ WB ~~i "---1111(627) SB ""' ,._ ~ <---1226(729) J l ~ .,-537(613) 119(285) __;, " 1' r n1(1602)---+ ,!__,!___ NB 76(103)--,, ~,i EB ~ ~ #9 Palomar Airport Road/ El Camino Real SB 115 ii§ "---215(213) .,iii'[l WB J l I,, :=:l:J 45149) __;, I" i' r 113(297)---+ _!__,!___ NB 38(74)~ S.J~ ~co~ EB ~ #15 Poinsettia Lane/ Avenida Encinas 121 !Ii[ ~99(56) SB J,._ 11 <---266(824) t '., .,,.--10(20) 501(164) __;, I" i' r 333(311)--;, _!__,!___ NB 231(380) ~ ~ ~ ~ a;-;,s-"' EB ?l ill #21 Poinsettia Lane/ Aviara Pkwy. 104 ~~i[ 1'-213(287} f~~1 WB SB J-11 f--871(2393) ,j, " .,-95(2TT) 268(368) __;, I " 1' (-. 2226(1214) -) ,!____ NB 164(455)-,,, ~ ~ :i' ieo;ifi'=' EB Nc--.f:3 #4 Palomar Airport Road/ Paseo Del Norte 110 f sa "---372134) -1 WB !Z~Sl <---2704(1523) SB J l ~ .,,.--70(134) 120=l:: 1111 NB 21(152)--,, !;; ~~ «r N Cb ;,;_= EB 105 --WB ~$'~ ~~~ f::.__299(102) SB J"' 11 f--1000(21SO) ,I, lo .,,.--65(275) 267(166) __;, 1 ~ 1 r 2200(919) ---+ NB 127(138)--,, iii'~~ ~~~ EB "' .., #5 Palomar Airport Road/ Armada Drive 111 gg.,l WB ..,.c"' ~ a5 ~ "---222(62) SB J j I <---197711284) ~ "' .,,.--264(505) 400(328) __;, " 1' r 1033(1706)---+ _!__,!___ NB 105(286) --,, t!l ~ 1lj ~g:f~ EB ""1' ~v #10 Palomar Airport Road/ #11 Palomar Airport Road/ El Fuerte St. Melrose Drive 116 i~i¾ "---0(0) w !if I WB SB J l ~ ::::i 492(:l:: 1111 NB 2n(394} ~ ~*~ EB #16 Poinsettia Lane/ 1-5 SB Ramps ~ WB -!<l ij i/r s "--0(0) le~ 5 <-----0(0) SB J J ~ .,,.--0(0) 122 2a111111 __;, 1 1 r 0(0)--;, -a=-s NB 67(71) --,, e gi o &J ~ EB ~ #22 El Camino Real/ Cassia Road 117 WB SB J!ll :=i2;2~) 200(211) __;, I" i' r 585(1094)---+ ,!__,!___ NB O{O)~ ~~[ EB ~ ~ #17 Poinsettia Lane/ 1-5 NB Ramps SB _:if WB [n e? - §'igl"---10(15) J l I f--5(8) lo .,,.--5(12) 123 59(239) __;, 1 ,u r 0(4)------> ___ NB 88(524) ~ ~ ~ f5- "5':::. EB ~@ #23 El Camino Real/ Camino Vida Roble Near-Term 2010 Peak Hour Volumes EXHIBIT 12 !_ 124 \i 126 127 128 129 WB WB WB [~ WB WB si~ "-82(140) §:~i "-16(21) !~~ "-7128) §:~J "-269{347) ~~§ ''-0(0) 0..-0 <--0(0) o-<--0(0) <--242(173) <--4!l(65) <c----581(526) SB J l ~ N/A SB J l ~ SB ,n ~ SB J l ~ SB J l ~ -20{10) -209(217) -41(64) -523(259) -314(227) 0(0)_;, 111 NB 0(0) _;, llI NB 67(128) _;, 111 NB 4(5) _;, 'lll NB 0(0) ___;, 111 NB 0(0)----> 0(0)---c> 98(200) ----s, 34(46)----s, 436(559)---c> 0(0)---,. ~i~ 0(0)---,. e.~ ::g 71(120) ---,. i~i 7(9)---,. ~[i 120(192)---,. ~~~ O<DN fg JO> ~~ "' N ..-~~ &! re EB EB EB EB EB #24 Ponto Drive/ #25 Beach Way/ #26 Avenida Encinas/ #27 Ponto Drive/ #2B La Costa Ave./ #29 La Costa Ave./ Carlsbad Blvd. Carlsbad Blvd. Carlsbad Blvd. Avenida Encinas N. Coast Highway 101 Vulcan Ave. 130 131 132 i::-133 134 201 ~ ~ WB WB WB §~~ WB a, -WB WB -<D f~i "-0(0) "-430(426) "-0(0) ;is-iS-"-293(209) ~~~ "-82(209) "-0(0) SSC ~~~ :r~i ;!~ 000 .!; MM SB J l ~ <----469(518) SB J l ~ <--885(1034) SB J l ~ <--1264(1318) SB J l ~ <--481(364) SB J l ~ <--20(36) SB <--261 (539) ,,-336(503) -0(0) -38(37) ,,-169(149) -239(230) -37(50) 0(0) _;, , 1 r 223(209) _;, 111 NB 0(0) ___;, llI NB 872(604) ___;, lll NB 10(30) _;, '~11 NB 0(0) ___;, 1lI NB 568(838) ----> ~~i NB 993(1018)---c> 1365(1400) ----s, 360(607)---c> 39(60)----s, 271(592)---c> 73(177)---,. 0(0)---,. ~~~ 218(162)---,. go<» 326(244)---,. ~~~ 9(23)---,. ... Ma, 2(30)-----,, oo:;;i ~ i ~or ~;!.~ ~!§. §-0~ EB ~g _.,, EB EB EB EB M EB #30 La Costa Ave./ #31 La Costa Ave.I #32 La Costa Ave.I #33 La Costa Ave.I #34 Leucadia Blvd.I #35 La Costa Ave./ I-5S6 Ramps 1-5 NB Ramps Pireaus St. El Camino Real N. Coast Highway 101 Sheridan Rd. ~ NOT TO SCALE Near-Term 2010 Peak Hour Volumes 25101951.001 EXHIBIT 12 ::;: ::;: ::;: CL CL CL ;j,;j,3!: <( <( <( AM/PM AM/PM AM/PM AM/PM AM/PM AM/PM ::;:::;:::;: 9::9:: 9:: ::;:::;:::;: <( <( <( EXAMPLE 106 -WB h:I I "--45(20) SB J l \ ::=~~406) 70(70) __;, I" 1' r 2302(1697)------'> _.'._,.!__ NB 88(157)-,, !?,~Jg, ~M,::: EB #6 Palomar Airport Road/ Hidden Valley Rd. SB SB .; \',ll -&[ "--20(10) ~,'!~ <----0(0) J l \ IC 16(22) 112 O(o) __,, 1 1 r 0(0)------> ___ NB 0(0) --,. ~ 1g § ~ ..... EB :;. #12 Island Way/ Carlsbad Blvd. "' _ 1 WB 118 t;;_;g J~i "--61(56) ) I I <----941(1099) o/ \J ~4{20) 934{1002)--> ___ NB 447(524) __,, I r'\T r 21(63)--,. i~~ EB #18 Poinsettia Lane/ Paseo Del Norte ~ NOT TO SCALE 25101951.001 SB 101 ~i~ "--289(314) -~1 WE ~ ~ .... e:-303(560) J l \ ,:,_ 317(252) 68(60) __;, I" 1' r 314{328)------> ,.!_,.!__ NB 63(31)~ ~~I EB - #1 Palomar Airport Road/ Avendia Encinas 107 ;:::,F':' WB ii~ "--38(92) SB JM j i <---823(1637) .J, \J IC58(250) 825(378) __;, " 1' r 1566(979)------'> ,:__,.!__ NB 63(269) -:a ii! ;!: ii~ EB #7 Palomar Airport Road/ Aviara Pkwy./College Blvd. f WB -is'~ "--15(17) §-S;;:::-<E---0{0) J l \ .,,-25(30) O(o)---" 1 1 r 0(0)------> Saoai' 0(0)~ oo~ c- EB !ii #13 Breakwater Road/ Carlsbad Blvd. SB 119 -~;::-.;;-I WE ~ij~ "--96(86) ,... <---6(16) J l \ ~246(148) 20(24) __;, I " T ("' 13(4)--> I 29(24) ~ W~~ NB ~;;.~ EB ~ ~ #19 Paseo del Norte/ Camino de las Ondas _ 102 ~ fg WB ~~§ ~347(1221) SB J I I <---883(1120) .J, s ICO(O) 653(1~~i:: Ill! NB 121(273)-,, ;§-;§-;§- EB #2 Palomar Airport Road/ 1-5 SB Ramps 106 ~in~ --1 WB ~~ii "--253(40) SB J I I <---909(1001) .J, \J IC 193(100) 108{47) __;, I" 1' r 1135(1101)------'> ;__,.!__ NB 460(214) -,, ;; e l:l !~fl EB #8 Palomar Airport Road/ Camino Vida Roble SB 114 m[~I WB *~\![ "--91(170) N <0 -f--0{0) J l \ IC453(618) 1~~l ~ 1111 NB 10(17) --,. ~ ff! ~ ,....i~ EB "'N #14 Poinsettia Lane/ Carlsbad Blvd. SB 120 WB ~§~ I "--15(22) i'il --<---588(863) J l \ IC 9(14> 42(125) __;, I" r r 937(859) ----> i,;:::, s NB 153(310)-,, (ii EB #20 Poinsettia Lane/ Batiquitos Drive 103 WB e:e:e: I "--576(1180) SB JTl ::=~~2028) 134(299) __;, " ,r r 1502(1303)------> _.'.__.'.__ NB 0(0)~ 8~~ ii-:i- EB N i #3 Palomar Airport Road/ 1-5 NB Ramps _ 109 ~§~ WB f §'i "--1111(627) SB JM .... l \ <---1227(730) " IC 547(627) 119(285) __;, " 1' r 771(1603) ------'> ;__,.!__ NB 76(103) -,, 1i 1;j i ~~~ EB ~ IO #9 Palomar Airport Road/ El Camino Real 115 .,~l1 wa ~([§ "--215(213) SB J l I <---441(593) s IC 345(483) 45(49) __,, 11 rr 295(502)------'> ---NB 40(76)~ (ff EB ,.. #15 Poinsettia Lane/ Avenida Encinas SB il!31 WB 121 .,;;;°l'i' "--99(56) J .... -11 <---316(699) ',, IC10(20) 501(164) __,, I" r r 379(362) -+ ;__ _ _ NB 236(385) --,. !)j as ~ ~~N EB ;;;~ #21 Poinsettia Lane/ Aviara Pkwy. 104 l'l'~iif "--213(287) i"'~I WB SB J-11 <-----872(2394) .j, \J IC 95(277) 270(371) __,7111 r r 2226(1215)------> ___ NB 194{455) -,, ~ ~ ~ EB ~Ii #4 Palomar Airport Road/ Paseo Del Norte 110 :,! ,3, "--372(34) ;::-_'"I WB &r§-* <---2714(1538) SB J l \ .,,.--70(134) . 121=l:: Ill! NB 21(152)-,, s.B.8 !2MC ~~m EB 105 ~a)~ ~~~ "----299(102) --1 WB SB Jm 11 <---1001(2151) .J, " IC 65(275) 2200{920)------'> ___ NB 267(166) __;, 11 u 121(138)-----,, l!l etl\ EB §'~ W #5 Palomar Airport Road/ Armada Drive 111 ~2"'1 WB "cm i.; ~ "--222(62) SB J 11 <---1967(1299) .j, \J .,,.--294{505) 400(328) __;, " 1' r 1042(1716)------'> ;__,.!__ NB 105(286) -,, lll ~ !ii EB ,,~ #10 Palomar Airport Road/ #11 Palomar Airport Road/ El Fuerte St. Melrose Drive 116 iij~ "--0(0) i !!f I WB SB J l \ ::=::i 715{1:l:: llLC NB 289{407) ~ ~~5' EB #16 Poinsettia Lane/ 1-5S8 Ramps SB ~ WB i~ -"--0(0) :lf §! ~ <---0(0) J l \ ICO(o> 122 296(121) __,, 1 1 r O(O)------> ---NB 124{112)----,, ;1; ai ;§-~~ 0"' EB .... ~ #22 El Camino Real/ Cassia Road 117 WB SB Jrll ~;w5&s) 354{381) __;, I" 1' r 654{1170)------'> ,.!_,.!__ NB 0(0)~ ~~~ co -:;::- EB ~ a: #17 Poinsettia Lane/ 1-5 NB Ramps SB _ 123 -ill WE l'n~-j::";f~ "--10(15) -O> 0 <---5(8) J l \ IC5{12> 59(239) __,, " t r 0(4)----> ,:__,:___ NB 88(524) ~ t! 9' EB ;,; ~ #23 El Camino Real/ Camino Vida Roble Near-Term 2010 With Vision Plan Peak Hour Volumes EXHIBIT 13 SB SB ~-;, I WB 124 e..::;: §:~ W "--223{297) o--<-0(0) J l ~ ,,--20(10) 0(0)_,," 1 r 0(0)----> ,'._ __ NB 0(0)----,, i~E l.t) ~Ol EB ~ #24 Ponto Drive/ Carlsbad Blvd. 130 ~ ~1 WB ;::'§:g "-0(0) g O ... <-529(758) J l ~ ,,--336(503) 0(0) _,, I" r r 605(879) ----> ,'._ _ _ NB 1TT(292)--.,, §-§-§- EB #30 La Costa Ave./ 1-5 SB Ramps ~ NOT TO SCALE 25101951.001 SB SB _ 125 &!_ WB ~~l "-53(57) J I I <-O(O) '" SJ ,,--48(68) ~l =:: 1111 NB 0(0)~ ill EB IQ~ (0 #25 Beach Way/ Carlsbad Blvd. 131 WB e: §:§: I "-430(426) J0 11 <-905{1094) '" SJ ,,--11(0) 223(209) _,, " r r 1030(1059) ----> ,'._ _ _ NB O(O)--.,, ;ii ~Si ~ ffi' EB "' .., #31 La Costa Ave./ 1-5 NB Ramps SB ~~I WB e:ig "-30(42) o--<-0{0) J l ~ ,,--358(367) 126 ~~l =:: 1111 NB O(O)~ §-if EB ~~ #26 Avenida Encinas/ Carlsbad Blvd. 132 WB SB J~f f I ::=~1378) w " ,,--38(37) 1402{1!~l =:: 1111 NB 218(162) --.,, ~ §-~ r ~ EB #32 La Costa Ave./ Pireaus St. SB SB 127 s:,i._:g ' ~--1 WB Sleil? ~37(74) J-j I <-242(173) '1-" ,,--70(107) 179(301) _,, I"' 1 r 98(200)----> ___ NB 134{212) ~ l ~i EB ;;; ... #27 Ponto Drive/ Avenida Encinas ;::-133 O~iio WB :;i-~ ~ ~ iil "-293(209) J"' -11 <-501(424) " ,,--169(149) 872(604) _,, " 1 r 417(648)---, ;___ NB 325(244) ----,, 1:l ~ ~ ;:-,:.i;! EB ~g #33 La Costa Ave./ El Camino Real _ 128 !;j~ WB SB co.., E..; sf "-429(5871 J"" 1 i <-49(65) '1-SJ ,,--523(259) 4(5) _,, ["' r r 34(46)---, ___ NB 7(9)~ ~!!- <00 EB NN #28 La Costa Ave./ N. Coast Highway 101 SB _ 134 -[l WB ~~ g "-102(239) J--~ <-20(36) 1 ~ ,,--239(230) 10(30) _71 I" r r 39(60)---, ;___ NB 9(23)~ :::: ra ~ io~~ EB ill~ #34 Leucadia Blvd./ N. Coast Highway 101 129 WB ~g~ "-0(0) SB J l ~ <-741(766) ,,--314(227) 0(0)-7' lll NB 577(715)-> 1211(192) --.,, E.~~ EB :;i re #29 La Costa Ave./ Vulcan Ave. SB 201 WB j~l f I ::=~~1(779) I.J ,r37(50) 0(0) _71 I" ~ r 412(748)-> ;_,l__ NB 2(30)----,, ~*i EB #35 La Costa Ave./ Sheridan Rd. Near-Term 2010 With Vision Plan Peak Hour Volumes EXHIBIT 13 8,600 LEGEND: X,XXX Breakwater Rd. 6,097 ---- 24,800--------- Avenida Encinas Average Daily Traffic NOTTO SCALE 25101951.001 41 900 31,400 19,300 Leucadia Blvd. NEAR TERM (201 O} ADT VOLUMES EXHIBIT 14 8,600 LEGEND: x,xxx Breakwater Rd. 6,097 ---- 31,622----• ---· Avenida Encinas Average Daily Traffic /~, 111-=• NOTTO SCALE 25101951.001 43 264 \.-'3 Costa Ave. 32,461 19,603 Leucadia Blvd. NEAR TERM ,2010) WITH YJSION PLAN ADJ YALU MES EXHIBIT 15 a: 1-....J -\.. WBR ~Bl~ ... WBT ..J t '-. t WBL EBL J "") t ~ EBT --1> EBR, ....J I-a: cc, cc, cc, zzz EXAMPLE j.. ... .... ..Ji'-.l-r .J I "")t-...... d ...... ...... ovlp, #6 Palomar Airport Road/ Hidden Valley Rd. H~I }d t~ #12 Island Way/ Carlsbad Blvd. j.. -'➔* j "")t'd ---, #18 Poinsettia Lane/ Paseo Del Norte rO, ~=' NOTTO SCALE 25101951.001 • • • -\.. ... ~~F j "") t~ T #1 Palomar Airport Road/ Avenida Encinas -\.. .. .. ... ..J .. H'-.li-1 f j h"""ttr--...... -.. -, #7 Palomar Airport Road/ Avaiara Pkwy./College Blvd. -\.. H~l -r "") t-t> #13Breakwater Road/ Carlsbad Blvd. J. d ➔'-. -r ..J 1 "") t--d #19 Paseo del Norte/ Camino de las Ondas I -\.. free ,,,) ~~ :: ...... ...... T #2 Palomar Airport Road/ 1-5 SB Ramps j..d .. .. ..Ji'-. If" Jj"")"")-t> ...... .. T d #8 Palomar Airport Road/ Camino Vida Roble -\.. ..J H ~'-.I -r _; I "")tt~ --, #14 Poinsettia Lane/ Carlsbad Blvd. J._d -..Ji'-.lf"' JI""" t ~ ...... dT #20 Poinsettia Lane/ Batiquitos Drive -\.. -\.. ... .. -JI ➔~~ --- #3 Palomar Airport Road/ 1-5 NB Ramps 0 1 i < - 5tH'-.~ f 11~+tt~r ...... ...... T < -i, #9 Palomar Airport Road/ El Camino Real -\.. .. .. ..Ji'-.lf JI""" t ~ --T d #15 Poinsettia Lane/ Avenida Encinas j.. -~ 't '-. -r j "")"") t t> .. ovli #21 Poinsettia Lane/ Aviara Pkwy. I!;:, ovlp ---~H~~lf j I~~ t t--.. -"'t #4 Palomar Airport Road/ Paseo Del Norte j.. .. .... --it~~lf j I ~~tt-...... ...... ...... • #10 Palomar Airport Road/ El Fuerte St. .. .. ...i_..'-. If-.. ...... ,. #16 Poinsettia Lane/ 1-5 SB Ramps ➔H~lt ..J I ~ Ht--T #22 El Camino Real/ Cassia Road -\.. .. .. -,,,,J.-~~I r j l~~t--...... .. .. -, #5 Palomar Airport Road/ Armada Drive -\.. .... .. .. .-'tH~~lf jl~~HH~ ...... ...... ...... ,. #11 Palomar Airport Road/ Melrose Drive -\.. .. .. .. JI ➔~r--...... .. #17 Poinsettia Lane/ 1-5 NB Ramps j.. ➔H~l-r j I ~~H~ T #23 El Camino Real/ Camino Vida Roble NEAR TERM (2010) INTERSECTION GEOMETRY EXHIBIT 16A ,\_ H~ I -r flt t- #24 Ponto Drive/ Carlsbad Blvd. --., .. ~If #30 La Costa Ave./ 1-5 SB Ramps LEGEND d Defacto Right Turn free Free Right Turn ....L Stop Sign ovlp Right Turn Overlap 0 NOTTO SCALE 25101951.001 ,\_ H~ f" -4 flt~ • #25 Beach Way/ Carlsbad Blvd. l. ---J ~~ -.. #31 La Costa Ave./ 1-5 NB Ramps + J.. J.. + -H~ f" r .-IH~ f" I I "t I~.,.~_._ H( J + J ~H~ < -"t d -0 '"t #26 Avenida Encinas/ #27 Ponto Drive/ #28 La Costa Ave./ #29 La Costa Ave./ Carlsbad Blvd. Avenida Encinas N. Coast Highway 101 Vulcan Ave. I I -,\_ ---+ --➔~ ... f" ..,Ht~~ F f" ~1::--~~ :J ~~Ht-+ ~ t t-"t .. .. """ I #32 La Costa Ave,/ #33 La Costa Ave./ #34 Leucadia Blvd./ #35 La Costa Ave./ Pireaus St. El Camino Real N. Coast Highway 101 Sheridan Rd. NEAR TERM {2010) INTERSECTION GEOMETRY EXHIBIT 16B LEGEND • • Acceptable (LOS A or B) Q . Marginal (LOS C or D) • • Failure (LOS E or F) 0 NOTTO SCALE 25101951.001 Near Term (2010) AM Level of Service EXHIBIT 17A LEGEND • . Acceptable (LOS A or B) Q . Marginal (LOS C or D) • . Failure (LOS E or F) 0 NOTTO SCALE 25-101951.001 Near Term (2010) PM Level of Service EXHIBIT 178 LEGEND • • Acceptable (LOS A or B) Q · Marginal (LOS C or D) • • Failure (LOS E or F) 0 NOTTO SCALE 25101951 001 Near Term (2010) With Vision Plan AM Level of Service EXHIBIT 18A LEGEND • • Acceptable (LOS A or B) Q · Marginal (LOS C or D) • -Failure (LOS E or F) 0 NOTTO SCALE 25101951.001 Near Term (2010) With Vision Plan PM Level of Service EXHIBIT 188 HORIZON YEAR (2030) ANALYSIS Exhibits 19 and 20 illustrated the peak hour intersection volumes for the Horizon Year (2030) without and with the proposed land use designations included in the Ponto Beachfront Village Vision Plan, respectively. Daily traffic volumes without and with the Ponto Beachfront Village Vision Plan are illustrated in Exhibits 21 and 22, respectively. The City of Carlsbad collects fees from developments that support the improvements to existing infrastructure. Fees are collected based on the traffic volumes added by project. Through the City of Carlsbad Traffic Impact Fee (TIF) program, collected fees are used to construct roadway improvements and Capital Improvement Program (CIP) projects that benefit the circulation throughout the City. Improvements identified in the TIF are based on forecast intersection operations for Year 2030. Analysis of the study intersections and roadway segments in this study for the without and with Ponto Vision Plan take into consideration the improvements planned through the TIF. Exhibit 23 illustrates the Horizon Year 2030 intersection geometry, including the planned TIF improvements. The Series 10 SAN DAG North County Subarea model was used to forecast daily traffic volumes for the Horizon Year 2030 Conditions with the proposed land uses included in the Ponto Beach front Village Vision Plan. Turns reports provided by SANDAG were used in combination with daily forecast volumes to forecast peak hour intersection volumes. The raw peak hour turns reports were post processed to ensure a balance between in bound and outbound traffic at the intersection and to ensure reasonable distribution of traffic to all movements at the intersection based on existing intersection data. To determine the Horizon Year (2030) without the Ponto Beachfront Village Vision Plan conditions the traffic associated with the proposed Vision Plan were removed from the 2030 SAN DAG traffic model data using the trip distribution and assignment illustrated previously in this report. Trips associated with the existing uses on site were added to the "without" Vision Plan condition to simulate the "no build" condition. Existing intersection volumes were used to estimate distribution of existing traffic volumes generated for the site. 63 ::a ::a ::a 0.. 0.. 0.. ~~~ <( <( <( AM/PM AM/PM AM/PM AM/PM AM/PM AM/PM ::e::e::e 0..0..0.. ~~~ <( <( <( EXAMPLE 106 N° ~ WB ~~51 "--51(25) SB j-11 <-1684(2871) ,J, ',; .,,,--15(1) 68(31)-"I' l r 3114(1913)------, ___ NB 60(184)---.,,. ~~~ ;;,; ~ EB #6 Palomar Airport Road/ Hidden Valley Rd. SB SB ~-112 WB s~~ "--26(9) <5"~ Sf J l ~ <-0(0) .,,,--18(19) 0(0)-" 1lt NB 0(0)------, 0(0)--,. t§-~~ EB ;j #12 Island Way/ Carlsbad Blvd. 118 ~-~ W;E:::. "--s1136) ~ -1 WB ., .., ::0 <-997(1052) J l \ .,,,--7(29) 7::::: 1111 NB 20(83)--,, ~~~ f::!"'.., EB #18 Poinsettia Lane/ Paseo Del Norte ~ NOT TO SCALE 25101951.001 SB ~§'~I WB 101 ~~~ "'--316(313) JN i I <-271(535) w '" .,,,--358(273) 126(75) __,, I "d r 5:4:------, !;;~§ NB )-,, --..-;i;~g EB #1 Palomar Airport Road/ Avendia Encinas 107 ~[-1 WB i~~ "--44(79) SB j"' I\ <-913(1837) ,J, I. .,,,--61(260) 17:=i:: 1111 NB 62(238) -:8 &j !:; ii~ EB #7 Palomar Airport Road/ Aviara Pkwy./College Blvd. 113 i WB ii~ "--23(21) SB J l ~ <-0(0) .,,,--31(42) 0(0)-" 111 NB 0(0)------> 0(0)--,. 5"~~ EB ~N #13 Breakwater Road/ Carlsbad Blvd. SB 119 ~i ~ "--134(97) [ij'g;I WB 00 -<-7(21) J l ~ .,,,--183(101) 21(27)--" I" 1' r 29(4)----> i,-_!_0 NB 29(28) -S!?.~ j; ~~,- EB " #19 Paseo del Norte/ Camino de las Ondas _ 102 i i wa gfs~ '--390(1584) SB JN 11 <-1009(1349) ,J, "' .,,,--0(0) 0(0) __,, I' l r 798(1512)------, -s O NB 137(287)---.,,. §-55 EB #2 Palomar Airport Road/ 1-5 SB Ramps 108 _,,_M ;,;-s;,;-1 WB ar~iii-"--177(49) SB :n r <-888(946) L ,J, '-J .,,,--173(94) 119(56) __,, I" 1' r 12<!7(1184)------> _!__!__ NB 500(256) -~-i~ EB ~-al #8 Palomar Airport Road/ Camino Vida Roble _i;: 114 WB :.!--"--118(163) .,~[if SB JI~ <-1(1) ..,---96(221) 8(2)-" 111 NB 10(19)------, 4(13)--,. ~ ;1; !;! EB Mii #14 Poinsettia Lane/ Carlsbad Blvd. 120 WB SB i!&[l "--8(22) ;;; :!= -<-430(690) J l ~ ..----1(14) ::i::1, l r 152(322)--,. ~0'§: NB iFi~ EB #20 Poinsettia Lane/ Batiquitos Drive 103 WB §:§:§: I "--696(1430) SB jo f 1 <-1183(2245) w I. .,,,--0(0) 148{359) __,, " 1' r 1987(1888)------, _!_ _!__ NB O{O)-,, o§-::!: ~ ~ EB N 21: #3 Palomar Airport Road/ 1-5 NB Ramps _ 109 ~~ff we iii "--992(574) SB j I I <-1359(699) ,J, I. .,,,--467(878) 149(467) __,, , 1 r 1020(1806)------, ___ NB 102(84)-,, ~si ~ l!l-- EB ~ g #9 Palomar Airport Road/ El Camino Real SB 115 ~~~ "--242(241) iil!ii"~I WB J l ~ ..-118(98) ..,---239(334) 58(64) _,, I" 1' r 98(144)------, _!__!__ NB 37(70) --,. ~ ~ 1i,1 ~f~ EB #15 Poinsettia Lane/ Avenida Encinas SB 121 -r:~ -IWB 1§. ;ll-:::. "--107(59) ~ ~ ~ <-250(562) J l ~ ..----8(24) 535(218) __,, I' r r 389(262)----; ---NB 223(458) ~ J~i EB ~:,: #21 Poinsettia Lane/ Aviara Pkwy. 104 iffli WB g~:f "--236(229) SB -~ -<-966(2534) j l ~ .,,,--W5(311) 218(325) __,, ., 1' r 2314(1248)------, _!__!__ NB 170(573) -J al ~ ~ i~~ EB NMN #4 Palomar Airport Road/ Paseo Del Norte 110 --«> 'NB o:s:~ ~~tll' "--415(46) SB J~ 11 <-2843(2065) ,J, I. .,,,--64(151) 581(86) -" , l r 1729(3002) _,, ---NB 22(286)--,, s;EE U:e EB 105 Cl;!§'_ "--367(141) ~-"'I WB ~ ~gi <-1122(2146) SB j l ~ .,,,--105{285) 301(184) __,, I" r r 2406(1121)------> _!_ __ NB 140(152) --,, i ~ i(i ;i'1'1f;;' EB #5 Palomar Airport Road/ Armada Drive 111 ~ij~ WB ~iii-~ "--245(71) :8 \,! ~ <-1687(1276) SB j l ~ .,,,--250(563) 11~:l:: lllt NB 191(252) -,, &_;;; !(l_ fgf~ EB #10 Palomar Airport Road/ #11 Palomar Airport Road/ El Fuerte St. Melrose Drive fa ~I WB 116 lrn~ "--0(01 SB <-949(858) J l ~ ..,---481(995) 0(0) _;,, I" 1' r 337(977) _,, _!__!__ NB ~618)~ g.~~ EB #16 Poinsettia Lane/ l-5SB Ramps SB ~ we [it', "--17(8) ;: -in" <-0(0) J l \ .,,,--1110) 122 288(108) __,, " 1' r 1(0)------> _!__!__ NB 28(27) NO~ -~Qi;,;-"' EB \j! #22 El Camino Real/ Cassia Road 117 WB ~~§ I "'-329(280) SB j I \ <-1243(1573) ' ,J, " ..,---0{0) 85(82) __,, " 1' r 598(1244)------, _!_ _!__ NB 0(0)~ ~5'~ "' ;f EB ~ ~ #17 Poinsettia Lane/ 1-5 NB Ramps SB ~ WB ij§.& "--27(28) ~~~ ~14(9) J l ~ ..,---11r24i 123 63(266) __,, " t r 10{9)------> _!__!__ NB 104{655) -:,. ~ ~ ~ i2~l EB &;iij #23 El Camino Real/ Camino Vida Roble Horizon Year 2030 Peak Hour Volumes EXHIBIT 19 SB ffl I WB -i£ "-5(6) 1§-t: ::: <---0(0) J l ~ .,,.-21(9) 124 o(oi__/1" T ~ 0(0)-----'> ;__ _ _I_ NB 0(0)~ ~~8. fg~~ EB f::i #24 Ponto Drive/ Carlsbad Blvd. 130 J_J WB ~~~ K-____0(0) SB "' 0 '"' <---333(432) J l ~ .,,.-497(626) o(o) __/I " T r 712(1070)-----'> ;____ NB 31l(88)-,. §§§- EB #30 La Costa Ave./ 1-5 SB Ramps ~ NOT TO SCALE 25101951.001 SB e:if e: "-0(0) i§ I WB J0 1 1 <---O(oJ ,I, \., .,,.-4(1) 125 58(sa) __/I " T r 0(0)-----'> ;__ __ NB 0(0)~ e~~ :g~ EB re #25 Beach Way/ Carlsbad Blvd. 131 WB ggg I "-420(434) SB J l ~ ::=~~7(1211) 345(317) __/I I" 1 r 984(1444)-----'> ;____ NB 0(0) -~;:-f N I EB #31 La Costa Ave./ 1-5 NB Ramps SB in 126 l2 WB e:i~ "-4(0) 0 -<---0(0) J l ~ .,,.-a1(77) 0(0) __/I , r r NB 0(0)-----'> -;;;-i:: 0(0)--,. §-g_~ co~ EB := IN #26 Avenida Encinas/ Carlsbad Blvd. 132 WB g~g1 "-0(0) SB J l I <---1552(1638) \J .,,.-69(41) 1615(1:l::::: 1111 NB 350(250) -ii! §-~ ~ ~ EB ~ '!= #32 La Costa Ave./ Pireaus St. SB 127 WB §:2§:1 "-0(0) J0 1 1 <---242(173) ,I, \.i .,,.-12(21) 98(:l::::: I' r r B(28)--,. ~§:1;j NB ;:Q;:::- EB #27 Ponto Drive/ Avenida Encinas -133 ,:::--~;:::--WB ~~e ;!: ~ 1,; "-404(236) SB J~ -11 <---432(346) \., .,,.-189(167) 1126(629) __/I 1 1 r 335(576) -----'> ---NB 324(277) ~ ~§.~ EB ~~M #33 La Costa Ave./ El Camino Real SB 128 ~~ WB E::~ <li' "-176(184) "' -li:: <---49(65) J l ~ .,,,,-887(598) 34(4m::::: llll NB 7(9>~ ~e~ ..-~ ~ EB #28 La Costa Ave./ N. Coast Highway 101 SB _ 134 ~co WB n-i "-69(204) N N N f--8{Z5) J l ~ .,,.-231121s) 8(42) __/I " T r 32(66)--'> ;____ NB 12(26)--,. i}~ i lo~ EB 1,; #34 Leucadia Blvd./ N. Coast Highway 101 129 WB SB §:§:§: I "-0(0) 0 0 0 <---692(389) J l ~ .,,.-404(339) 497(~~::::: 1111 NB 212(387)-,. ~ §-g ~ i EB #29 La Costa Ave./ Vulcan Ave. SB 201 WB -ssl "-0(0) J!t ::=~:) 246(7~l::::: 1111 NB 3(44)-,. ~§i EB #35 La Costa Ave. / Sheridan Rd. Horizon Year 2030 Peak Hour Volumes EXHIBIT 19 222 a. a. a. ~~~ <( <( <( AM/PM AM/PM AM/PM AM/PM AM/PM AM/PM 222 a. a. a. ~~~ <( <( <( EXAMPLE 106 N' C? WB ~~51 "----51(25) S8 J-11 <-1695(2872) '-.j, \, ,,,,----35(31) 68(31) _;, I, r r 3114(1914)--➔ ___ NB 60(184)--,. e§-e ;;,; !;,l EB #6 Palomar Airport Road/ Hidden Valley Rd. SB SB i 112 WB -i12" "----26(9) ls-:= :;f -0(0) J l ~ ,,,,----18{19) 0(0) _;, l!t NB 0(0)--➔ 0(0)--,. ~~i EB s: #12 Island Way/ Carlsbad Blvd. 118 iii "----51(36) ~ ~1 WB I I I <-1052(1134) i -l-',. ,,,,----7(29) 847(504) _;, I" 1' r 799(1069) --o0 ~'°"' NB 20(63)--,. f1ifl:f EB #18 Poinsettia Lane/ Paseo Del Norte ~ NOTTO SCALE 25101951.001 SB 101 ~~~ "--316(313) ii;~~1 WB JN I I <-299(576) , .j, \, ,,,,----360(276) 127(76) == I' r r 705(357) ---NB 155{34) :;; ~ ;g ~ -...--~ ;i; i2![ EB #1 Palomar Airport Road/ Avendia Encinas 107 ~:,; .. I we := \'!'~ "----44(79) SB J"" 11 <-914(1838) • .j, ', ,,,,----61(260) 948{410) _;, I" r r 1749(1166)--➔ _!_ __ NB 67(243) ~ ~ ~ ~ ii~ EB #7 Palomar Airport Road/ Aviara Pkwy./College Blvd. ;; 113 WB s§~ "----23(21) i5'-ii5' <-0(0) SB J l ~ ,,,,----31(42) 0(0) _;, ll! NB 0(0)--➔ 0(0)--,. 0 Ei EB ill #13 Breakwater Road/ Carlsbad Blvd. SB 119 !ij"gj'I WB ~i~ "----134(97) I I I <-7(21) " .j, \, ,,,,----203(137) 21(27) _;, I" i ,,, 29(4) --o0 _!__l NB 29(26)--,. ~:8~ ~~N EB "' #19 Paseo del Norte/ Camino de las Ondas _ 102 co ~ 'h'B ~e:~ "-390(1584) SB J~ 11 <-1012(1354) .j, \, ,,,,----0(0) 0(0) _;, I" r r· 609(1524) --➔ ,!_ _ _ NB 137(287)--,. §-§-§- EB #2 Palomar Airport Road/ 1-5 SB Ramps 108 18~~1 WB ~ii "----177(49) SB J I I <-889{947) .j, \, ,,,,----173(94) 119(56) _;, I" i ,,, 1287(1165)--➔ _!__~ NB 500(256) ~ :l ~ ~ -!f~ EB ii!- #8 Palomar Airport Road/ Camino Vida Roble 114 ~-WB N-~;.~ "----118(163) ~~~ -1(1) SB J l ~ ,,,,----276(491) B{2) _;, 111 NB 10(19)--➔ 4(13)--,. := := ii EB ?,,~ #14 Poinsettia Lane/ Carlsbad Blvd. SB 120 WB m~:o ~:;;-a;-l "----8{22) "' --<-485(772) J l \. ,r-7(14) 68(140) _;, I" t r 559(818)------> ~tis NB 152(322) -ilif iir EB - #20 Poinsettia Lane/ Batiquitos Drive 103 WB §:§:§: I "----696(1430) SB JI\:=~:<=) 156(368) _;, " r r 1990(1891) --➔ _!_ __ NB 0(0)--,. ~§-11i i:!" <"f EB N ~ #3 Palomar Airport Road/ 1-5 NB Ramps _ 109 ~~~ WB iii "----992(574) SB J I I <-1360(700) -l, \, ,,,,----477(892) 149(467) _;, , 1, r 1020(1807)--➔ ___ NB 102(64)--,. 1;.sj le ~-N EB ~ 1c #9 Palomar Airport Road/ El Camino Real SB 115 2~~1 WB ii~ "----242(241) J I I <-298(364) -l-', ,,,,----292(414) 58(84) _;, I" 1 ,,, 280(349)--➔ _!__l NB ~[72)-ill EB #15 Poinsettia Lane/ Avenida Encinas SB 121 i! ~ i "----107(59) t[lel WB J I I <-300(637) -l-', ,,,,----8(24) 535(218) _;, I" t ,,, 435(313)------> _!_~l NB 226(463) -ijl i:: ~ ~IM EB #21 Poinsettia Lane/ Aviara Pkwy. 104 §-~i' "-236(229) ~s;;I WB SB J-I I <-967(2535) .j, \, ,,,,----105(311) 220(329) _;, I" r r 2314(1249)--➔ _!___ NB 170(573) --,. gl ~ £j EB !ff~ #4 Palomar Airport Road/ Paseo Del Norte ;:-i~I we 110 ~~i "----415(46) SB J~ 11 <-2653(2080) -l, \, ,,,,----64(151) 581(86) _;, I" 1 ,,, 1738(3012)--➔ _!__~ NB 22(286) --,. E ,t:: ill~ie" EB 105 ~i~ "----367(141) ~-~1 WB SB J-i I <-1123(2147) .j, " ,,,,----105(285) 301(184) _;, I" 1 r 2406(1122)--➔ _!_ __ NB 140(152)--,. ~ ~~ ;flsl Gi EB #5 Palomar Airport Road/ Armada Drive 111 M~r::-WB Ii-~~ "----245(71) l8 ';j :,!! <-1697(1291) SB J l ~ ,,,,----250{563) 723(365) _;, '\ I i' 1200(1397) ~➔ _!__~ NB 191(252)--,. fi§_& EB :iljfi;l #10 Palomar Airport Road/ #11 Palomar Airport Road/ El Fuerte St. Melrose Drive 116 f ijl WB i~~ "--0(0) SB J I I .,._ 1030(980) .j, \, ,,,,----481(995) 560(1:l =: 1111 NB 496(631} ~ ~~~ EB #16 Poinsettia Lane/ l-5SB Ramps SB _ 122 al WB §i~ "----17(8) m -~ <-0(0) / l \. ,,,,----11(8) 215(118) _;, 1 1 r 1(0)------> ___ NB 65(68}~ ~I;;~ ill,::. EB ; #22 El Camino Real/ Cassia Road 117 WB §:§:§: I "----329(280) SB Jo 11 <-1318{1685) -l, \, ,,,,----0(0) . 239(252) _Jl " ~I 7' 667(1320)--➔ _!__~ NB 0(0)-----, ~~~ EB ~ I #17 Poinsettia Lane/ 1-5 NB Ramps SB -~ I WB Gi~o ~~ ~ K_._27(28) N -<-14(9) J l \. ,,,,----11124) 123 63(266) _;, '\ t 7' l0(9)------> _!__!_l NB 104{655} ~ ~ ~ ~ ;::-,::.~ EB ~$ ~ #23 El Camino Real/ Camino Vida Roble Horizon Year 2030 With Vision Plan Peak Hour Volumes EXHIBIT 20 SB _ 124 mfci WB e:iai "-----146(163) o--0(0) J l l,, :=21(9) 0(0) __,, " 1' r 0(0)---> ;__;___ NB 0(0)~ i~~ u-:i?;;' ..... EB ~ #24 Ponto Drive/ Carlsbad Blvd. 130 "'_ii WB §.~je "-----0(0) SB ,;l O = ,-493(672) J 1 \ ,,-497(626) 0(0) __,, I' r r 749(1111)---> ___ NB 143(203) ---,. §-§-§- EB #30 La Costa Ave.I 1-5 SB Ramps ~ NOT TO SCALE 25101951.001 SB _ 125 j_ WB e:~l "-----53(57) Jo I I <--0(0) ,I, '" ,,-52(69) 58(S8) --" " T r 0(0)---> ;__ __ NB O(o,~ e~~ ~~~ EB ~ #25 Beach Way/ Carlsbad Blvd. 131 WB §:§:§: I "-----420(434) SB Jo I I ,-1047(1271) ·• '" ,,-0(0) 345(317) __,, I" 1' r 1021(1485)---> ;__;___ NB 0(0)---,. ~;=-.ll i i EB #31 La Costa Ave.I 1-5 NB Ramps SB ~ WB 126 sil "-----18(21) o -°' ,-0(0) J l l,, ,,-230(227) 0(0) __,, " 1' r 0(0) ---> ;__ ;__ _ NB O(O)~ ~ii EB ~ :;sl #26 Avenida Encinas/ Carlsbad Blvd. 132 WB §:§:§:I "-----0(0) SB Jo I I ,-1592(1698) ,I, "" .,-69(41) 1652(1850) -1 1 r 0(0)--"I" 350(250)" i~f NB 0 ;;, . EB ~ -... - #32 La Costa Ave.I Pireaus St. SB 127 l s I WB ~~1 "-----30(46) I J I I <----242(173) ~ "" ,,-41(64) 112(173) __,, I' r r 98(200)---> ---NB 11(120i,. e~a .; ~ EB #27 Ponto Drive/ Avenida Encinas 133 -~~ WB ~N..--~ ~ ~ "-----404{236) ;;; -::, ~ ,-4n(406J SB J l \ ,,-189(167) 1126(629) __,, " 1' r 372(617)---> ;__;___ NB 324(277) -Ii!! ~ ::, if~iir EB N§M #33 La Costa Ave.I El Camino Real SB ,::-128 ~~ WB 1:::[~ "-----336(424) J"' 1 <----49(65) ,I, \ ,,-887(598) 34(~~l:: llll NB 7(9)---,. ~~ta EB T""~~ #28 La Costa Ave./ N. Coast Highway 101 SB ~co' WB 134 ~~§. "-----69(234) ~;,g <----8(25) J l l,, ,,-2J1121s) 8(42) __,, " 1' r 32(88) ---> ;__ ;__ -NB 12(26)---,. ~~~ iir'~ EB ~ #34 Leucadia Blvd./ N. Coast Highway 101 SB 129 WB SSSl"-----0(0) ooo ,-852(629) J l l,, ,_,-404(139) 0(0) __,, I" 1' r 638(613) ---> ;__;___ NB 212(387) ---,. \£ §-!;j EB i;f Ii #29 La Costa Ave.I Vulcan Ave. SB 201 WB Y!~I:==' 387(:i:: ll!i NB 3(44) -§-0 i8 EB #35 La Costa Ave./ Sheridan Rd. Horizon Year 2030 With Vision Plan Peak Hour Volumes EXHIBIT 20 8,600 LEGEND: Breakwater Rd. 6,097 ---- 6,278 Avenida Encinas ··-----···--·-··----- x,xxx Average Daily Traffic NOTTO SCALE 25101951.001 II l!! et 20,497 12,500 Leucadia Blvd. HORIZON YEAR l2Q30) ADJ VOLUME§ EXHIBIT 21 8,600 LEGEND: x,xxx Breakwater Rd. 6,097 ---- 13,100------- Avenida Encinas Average Daily Traffic NOTTO SCALE 25101951.001 40 600 40,400 20,800 12,500 Leucadia Blvd. HORIZON YEAR t2030) WITH Y!§l9N PLAN ADJ VOLUMES EXHIBIT 22 oc t--_, l.. WBR Bl Bi Bi -WBT ...J t \,.. f" WBL EBL J-~ t ~ EBT - EBR v _, f--Ct'. CCl a:l CO zzz EXAMPLE .J.. --..it~ Ir ..fl~,... -l> d --ovfpl #6 Palomar Airport Road/ Hidden Valley Rd. H~Jtd t ;. #12 Island Way/ Carlsbad Blvd . .J.. -,~w 1-~~d --' #18 Poinsettia Lane/ Paseo Del Norte 0 ,~ NOTTO SCALE 25101951.001 l.. -...,~~Ir ..JI ~t~ -"t #1 Palomar Airport Road/ Avenida Encinas l.. ---...., .... ~\,.., f -j. h~H~ ----. #7 Palomar Airport Road/ Avaiara Pkwy./College Blvd. l.. H'-. I , ~t~ #13Breakwater Road/ Carlsbad Blvd. 1 d➔~ r ..J ~~d "t d #19 Paseo del Norte/ Camino de las Ondas -\..tree ....,'-.'-. ----free-t #2 Palomar Airport Road/ 1-5 SB Ramps J_d -----ii.\,.. IF ..f I ~~t----... ... "t d #8 Palomar Airport Road/ Camino Vida Roble l.. .., H~'-.I, ..JI ~H~ -") #14 Poinsettia Lane/ Carlsbad Blvd. .J._ d -...., t ~,, ..J l~tt"" -d°t #20 Poinsettia Lane/ Batiquitos Drive l.. l.. ---..f ➔~~ --- #3 Palomar Airport Road/ 1-5 NB Ramps 0 1 t ;Ht'-.'-. f 11~ttt~t < -6" --"t #9 Palomar Airport Road/ El Camino Real l.. --...., t ~IF Jl~t~ -... "t d #15 Poinsettia Lane/ Avenida Encinas .J.. -~.~ r :) ~~+...--ovli #21 Poinsettia Lane/ Aviara Pkwy. !: ovlp .. .. .. ➔i\,..'-.I f 1,1~~t~ --"t #4 Palomar Airport Road/ Paseo Del Norte l. ---·•H'-.'-. I} -j.l~~t~ ----. #10 Palomar Airport Road/ El Fuerte St. --..,r-~ If --""'\, #16 Poinsettia Lane/ 1-5 SB Ramps ➔H'-. 14 ..J l~H...- "t #22 El Camino Real/ Cassia Road l.. ---~.'-.~ I r j 1~~~ ----. #5 Palomar Airport Road/ Armada Drive l.. ---....,Ht'-.l.lf -j.l~~tttt~ -----. #11 Palomar Airport Road/ Melrose Drive l.. ---.J-1--t~~ .. .. #17 Poinsettia Lane/ 1-5 NB Ramps J. ➔ H '-. I ., j.1 ~~H~ "t #23 El Camino Real/ Camino Vida Roble HORIZON YEAR (2030) INTERSECTION GEOMETRY EXHIBIT 23A \.. H~J, () t,.. #24 Ponto Drive/ Carlsbad Blvd. + -"~If #30 La Costa Ave./ 1-5 SB Ramps LEGEND d Defacto Right Turn free Free Right Turn ..L Stop Sign ovlp Right Turn Overlap 0 NOTTO SCALE \.. H~ f" -4 (H-.. ") #25 Beach Way/ Carlsbad Blvd. l. -+ -.} ➔~~ -- #31 La Costa Ave./ 1-5 NB Ramps ~ H~ r Hr" 0 < if #26 Avenida Encinas/ Carlsbad Blvd. -.. --r -~ I"' -• #32 La Costa Ave./ Pireaus St. .j. ~ -+ r ~H~ f" I I dT I ... 1",..-....L .J + ~ ~Hr---T I I #27 Ponto Drive/ #28 La Costa Ave./ #29 La Costa Ave./ Avenida Encinas N. Coast Highway 101 Vulcan Ave. I I 'l.ovlp 0 < -°-I j \f if .. ..JHi~~ r I I T,:--L 1 ~~H-.. + ~ t-.. .. .. -. I I #33 La Costa Ave./ #34 Leucadia Blvd./ #35 La Costa Ave./ El Camino Real N. Coast Highway 101 Sheridan Rd. ~ HORIZON YEAR (2030) INTERSECTION GEOMETRY 2s1019s1 001 EXHIBIT 23B fl! Intersection Operations The Horizon Year (2030) intersection operations were evaluated with the Horizon Year (2030) intersection geometry (Exhibit 23) using the 2000 HCM Operations methodology. Detailed HCM calculation worksheets are contained in Appendix H. Table 15 summarizes the results of the peak hour intersection analysis for the Horizon Year analysis without and with land use designations included in the proposed Ponto Beachfront Village Vision Plan. Exhibit 24 illustrates the "without Ponto Beachfront Village Vision Plan" intersection classifications based on intersection operating conditions. Exhibit 25 illustrates the "with Ponto Beachfront Village Vision Plan" intersection classifications based on operating conditions. All intersections were classified into one of three categories based on the forecast LOS: Acceptable (LOS A & B), Marginal (LOS C & D), and Failing (LOSE & F). As shown, the following intersections are forecasted to operate at deficient ("failing") levels of service without or with the Vision Plan: 0 Palomar Airport Road/ 1-5 Northbound Ramps; 0 El Camino Real/ Camino Vida Roble; • Palomar Airport Road/ El Camino Real; • La Costa Avenue/ N. Coast Highway 101; • Palomar Airport Road / El Fuerte Street; • La Costa Avenue / Vulcan Avenue; and 0 Palomar Airport Road I Melrose Drive; • La Costa Avenue / El Camino Real. Peak Hour Road Segment Analysis Table 16 summarizes the results of the Horizon Year (2030) peak hour roadway segment analysis without and with land use designations as described in the Ponto Beachfront Village Vision Plan. The segment capacities are based on the buildout of the City Circulation Element roadway network. As shown in Table 16, most roadway segments are forecasted to operate at acceptable levels of service by year 2030 without and with the proposed land uses included in the Ponto BeachfrontVillage Vision Plan. However, the segment of La Costa Avenue from Vulcan Avenue to 1-5 is forecast to operate at LOS Fin the westbound direction in the p.m. peak hour. This condition is forecasted to occur without or with the land uses identified in the Ponto Beachfront Village Vision Plan. Peak hour segment analysis is based on forecast traffic volume at the adjacent intersections. On the eastbound approach to La Costa Avenue, the westbound peak hour segment volume is primarily based on the westbound peak hour approach volume at Vulcan Avenue and at North Coast Highway 101. City of Encinitas Circulation Element identifies La Costa Avenue as a four-lane arterial, but has no immediate or long term plans to construct the widening. However, the City of Encinitas has identified intersection improvements at both Vulcan Avenue and North Coast Highway 101 that would require widening of La Costa Avenue to the east of Vulcan Avenue. As the roadway segment volumes are based on the inbound and outbound intersection volumes, the proposed improvements would address the identified roadway segment deficiency. Widening by one lane in the westbound direction from east of Vulcan would reduce the V/C ratio to an acceptable operating condition based on City of Carlsbad thresholds. This improvement is consistent with improvements identified in the Highway 101 Specific Plan improvements, approved by City of Encinitas. 72 Intersections Palomar Airport Road / Avenida Encinas Palomar Airport Road / 1-5 SB Ramps Palomar Airport Road / 1-5 NB Ramps Palomar Airport Road / Paseo Del Norte Palomar Airport Road / Armada Drive Palomar Airport Road/ Hidden Valley Road Palomar Airport Road / College Boulevard Palomar Airport Road / Camino Vida Roble Palomar Airport Road / El Camino Real Palomar Airport Road/ El Fuerte St. Palomar Airport Road/ Melrose Drive Carlsbad Boulevard / Island Way Carlsbad Boulevard / Breakwater Road Carlsbad Boulevard / Poinsettia Lane Poinsettia Lane / Avenida Encinas Poinsettia Lane I l-5 SB Ramps Poinsettia Lane/ 1-5 NB Ramps Poinsettia Lane / Paseo Del Norte Paseo Del Norte I Camino def las Ondas Poinsettia Lane / Batiquitos Drive Poinsettia Lane/ Aviara Parkway El Camino Real / Cassia Road El Camino Real / Camino Vida Roble Carlsbad Boulevard / Ponto Drive Carlsbad Boulevard/ Beach Way Carlsbad Boulevard / Avenida Encinas Ponto Drive / Avenida Encinas La Costa Avenue/ N. Coast Highway 101 La Costa Avenue I Vulcan Avenue La Costa Avenue/ 1-5 SB Ramps La Costa Avenue/ 1-5 NB Ramps La Costa Avenue/ Piraeus St. El Camino Real / La Costa Avenue N. Coast Highway 101 / Leucadia Avenue La Costa Ave. / Sheridan Rd. Italic -Unsignalized Intersection Deficient Intersections shown in bold. Table 15 Horizon Year (2030) Peak Hour Intersection LOS -HCM Without Vision Plan With Vision Plan AM PM AM PM Delay LOS Delay LOS Delay LOS Delay 35.6 D 40.7 D 35.7 D 41.0 20.9 C 16.1 8 20.9 C 16.4 59.1 E 47.1 D 59.7 E 48.4 36.7 D 44.7 D 36.7 D 44.9 23.7 C 54.3 D 23.7 C 54.3 16.9 B 16.0 B 17.0 B 16.1 37.8 D 47.7 D 38.7 D 49.5 31.9 C 34.9 C 31.9 C 34.9 64.6 E 119.9 F 64.9 E 121.2 65.6 E 45.8 D 66.2 E 46.2 116.8 F 82.9 F 117.3 F 83.6 8.1 A 7.6 A 8.0 A 7.6 8.2 A 6.6 A 8.1 A 6.7 20.0 C 26.4 C 27.1 C 53.8 32.4 C 37.7 D 34.1 C 41.6 26.2 C 31.4 C 33.2 C 44.3 28.7 C 29.0 C 36.9 D 38.8 31.6 C 37.5 D 33.3 C 43.2 31.1 C 27.2 C 32.4 C 28.0 25.3 C 25.2 C 24.7 C 25.0 30.2 C 33.9 C 30.4 C 34.6 25.3 C 11.8 B 26.5 C 13.7 24.2 C 93.8 F 24.2 C 94.8 11.2 B 8.2 A 16.9 B 19.8 8.1 A 5.8 A 13.7 B 13.3 7.8 A 8.6 A 17.2 B 17.0 8.5 A 14.7 B 31.6 C 32.8 83.1 F 44.9 D 86.1 F 64.4 Overflow F Overflow F Overflow F Overflow 27.0 C 32.1 C 26.1 C 33.0 26.8 C 24.4 C 26.9 C 25.0 20.6 C 23.1 C 20.9 C 23.9 88.5 F 42.0 D 88.4 F 44.3 36.1 D 41.2 D 37.2 D 43.0 11.0 B 21.6 C 13.2 B 34.4 73 Change in Delay LOS AM PM D 0.1 0.3 B 0.0 0.3 D 0.6 1.3 D 0.0 0.2 D 0.0 0 B 0.1 0.1 D 0.8 1.8 C 0.0 0.0 F 0.3 1.3 D 0.6 0.4 F 0.5 0.7 A -0.1 0.0 A -0.1 0.1 D 7.1 27.4 D 2.3 3.9 D 7.0 12.9 D 8.2 9.8 D 2.1 5.7 C 1.3 0.8 C -0.6 -0.2 C 0.2 0.7 B 1.2 1.9 F 0.0 1.0 B 5.7 11.6 B 5.6 7.5 B 9.4 8.4 C 23.1 18.1 E 3.0 19.5 F Overflow Overflow C -0.9 0.9 C 0.1 0.6 C 0.3 0.8 D -0.1 2.3 D 1.1 1.8 D 2.2 12.8 LEGEND • -Acceptable (LOS A or B) Q _ Marginal (LOS C or 0) • • Failure (LOS E or F) 0 NOTTO SCALE 25101951.001 Horizon Year (2030) AM Level of Service EXHIBIT24A Breakwater Rd. LEGEND • . Acceptable (LOS A or B) Q . Marginal (LOS C or D) • _ Failure (LOS E or F) 0 NOTTO SCALE 25101951.001 Horizon Year (2030) PM Level of Service EXHIBIT24B Breakwater Rd. LEGEND • -Acceptable (LOS A or B) Q -Marginal (LOS C or D) • -Failure (LOS E or F) 0 NOTTO SCALE 25101951.001 Horizon Year (2030) With Vision Plan AM Level of Service EXHIBIT 25A LEGEND • -Acceptable (LOS A or B) Q -Marginal (LOS C or D) • -Failure (LOS E or F) 0 NOTTO SCALE 25101951.001 Horizon Year (2030) With Vision Plan PM Level of Service EXHIBIT 25B Direction Location (# lanes) Capacity Palomar Airport Road to NB (2) 3,600 Island Way SB (2) 3,600 Island Way to NB (2) 3,600 Breakwater Road SB (2) 3,600 Breakwater Road NB (2) 3,600 to Poinsettia Lane SB (2) 3,600 Poinsettia Lane NB (2) 3,600 Carlsbad to Ponto Drive SB (2) 3,600 Blvd. Ponto Drive to NB (2) 3,600 Beach Way SB (2) 3,600 Beach Way to NB (2) 3,600 Avenida Encinas SB (2) 3,600 Avenida Encinas to NB (2) 3,600 La Costa Avenue · SB (2) 3,600 La Costa Avenue to NB (2) 3,600 Leucadia Boulevard SB (2) 3,600 Cannon Road to NB (2) 3,600 Palomar Airport Road SB (2) 3,600 Avenida Palomar Airport Road to NB (1) 1,800 Encinas Poinsettia Lane SB ( 1} 1,800 Poinsettia Lane to NB 2) 3,600 Windrose Circle SB (2) 3,600 Table 16 Horizon Year (2030) . ~ 2030 No Vision Plan 2030 No Vision Plan A.M. P.M. Volume V/C LOS Volume V/C LOS 497 0.14 A 1,261 0.35 A 1,198 0.33 A 1,428 0.40 A 486 0.14 A 1,279 0.36 A 1,176 0.33 A 1,364 0.38 A 419 0.12 A 1,220 0.34 A 1,011 0.28 A 1,158 0.32 A 416 0.12 A 1,248 0.35 A 1,034 0.29 A 1,176 0.33 A 1,332 0.37 A 1,212 0.34 A 1,104 0.31 A 1,930 0.54 A 1,266 0.35 A 913 0.25 A 1,445 0.40 A 1,741 0.48 A 1,634 0.45 A 1,124 0.31 A 1,640 0.46 A 1,930 0.54 A 548 0.15 A 1,533 0.43 A 2,428 0.67 B 1,035 0.29 A 506 0.14 A 534 0.15 A 271 0.08 A 747 0.21 A 289 0.16 A 636 0.35 A 579 0.32 A 415 0.23 A 685 0.19 A 666 0.19 A 396 0.11 A 630 0.18 A 78 2030 With Vision Plan 2030 With Vision Plan A.M. P.M. Change in Delay Volume V/C LOS Volume V/C LOS AM PM 521 0.14 A 1,288 0.36 A 0.00 0.01 1,242 0.35 A 1,494 0.42 A 0.02 0.02 510 0.14 A 1,306 0.36 A 0.00 0.00 1,220 0.34 A 1,430 0.40 A 0.01 0.02 443 0.12 A 1,247 0.35 A 0.00 0.01 1,055 0.29 A 1,224 0.34 A 0.01 0.02 440 0.12 A 1,275 0.35 A 0.00 0.00 1,078 0.30 A 1,242 0.35 A 0.01 0.02 1,540 0.43 A 1,447 0.40 A 0.06 0.06 1,328 0.37 A 2,266 0.63 A 0.06 0.09 1,347 0.37 A 1,030 0.29 A 0.02 0.04 1,514 0.42 A 1,840 0.51 A 0.02 0.03 1,854 0.52 A 1,454 0.40 A 0.07 0.09 1,837 0.51 A 2,148 0.60 A 0.05 0.06 608 0.17 A 1,624 0.45 A 0.02 0.02 2,483 0.69 B 1,096 0.30 A 0.02 0.01 508 0.14 A 536 0.15 A 0.00 0.00 273 0.08 A 751 0.21 A 0.00 0.00 292 0.16 A 639 0.36 A 0.00 0.01 582 0.32 A 420 0.23 A 0.00 0.00 742 0.21 A 726 0.20 A 0.02 0.01 454 0.13 A 717 0.20 A 0.02 0.02 Direction Location (# lanes) Capacity Avenida Windrose Circle to Carlsbad EB (1) 1,800 Encinas Boulevard WB (1) 1,800 College El Camino Real to NB (2) 3,600 Boulevard Palomar Airport Road SB (2) 3,600 Palomar Airport Road to NB (2) 3,600 Aviara Poinsettia Lane SB (2) 3,600 Parkway Poinsettia Lane to NB (2) 3,600 Batiquitos Drive SB (2) 3,600 Cannon Road to NB (2) 3,600 Palomar Airport Road SB (2) 3,600 Paseo del Camino del Parque to NB (1) 1,800 Norte Camino del Las Ondas SB (1) 1,800 Camino del Las Ondas to NB (1) 1,800 Poinsettia Lane SB (1) 1,800 Faraday Avenue to NB (3) 5,400 Palomar Airport Road SB (3) 5,400 Palomar Airport Road to NB (3) 5,400 El Camino Camino Vida Roble SB (3) 5,400 Real Camino Vida Roble to NB (3) 5,400 Cassia Road SB (3) 5,400 Cassia Road to La Costa NB (3) 5,400 Avenue SB (3) 5,400 Table 16 Horizon Year (2030) Peak Hour Roadwav SeQment LOS 2030 No Vision Plan 2030 No Vision Plan 2030 With Vision Plan A.M. P.M. A.M. Volume V/C LOS Volume V/C LOS Volume VIC LOS 176 0.10 A 206 0.11 A 351 0.20 A 169 0.09 A 136 0.08 A 331 0.18 A 1,498 0.42 A 641 0.18 A 1,512 0.42 A 578 0.16 A 1,405 0.39 A 593 0.16 A 1,151 0.32 A 554 0.15 A 1,151 0.32 A 292 0.08 A 1,146 0.32 A 292 0.08 A 912 0.25 A 633 0.18 A 917 0.25 A 351 0.10 A 1,158 0.32 A 356 0.10 A 771 0.21 A 707 0.20 A 773 0.21 A 356 0.10 A 927 0.26 A 359 0.10 A 812 0.45 A 561 0.31 A 812 0.45 A 355 0.20 A 1,243 0.69 B 355 0.20 A 143 0.08 A 35 0.02 A 143 0.08 A 31 0.02 A 156 0.09 A 31 0.02 A 2,781 0.52 A 1,965 0.36 A 2,781 0.52 A 2,034 0.38 A 2,479 0.46 A 2,034 0.38 A 2,192 0.41 A 1,756 0.33 A 2,201 0.41 A 1,425 0.26 A 2,206 0.41 A 1,435 0.27 A 2,819 0.52 A 1,488 0.28 A 2,828 0.52 A 1,306 0.24 A 2,930 0.54 A 1,316 0.24 A 3,467 0.64 B 2,594 0.48 A 3,467 0.64 B 2,261 0.42 A 3,058 0.57 A 2,261 0.42 A 79 2030 With Vision Plan P.M. Change in Delay Volume V/C LOS AM PM 471 0.26 A 0.10 0.15 307 0.17 A 0.09 0.09 656 0.18 A 0.00 0.00 1,428 0.40 A 0.00 0.01 554 0.15 A 0.00 0.00 1,146 0.32 A 0.00 0.00 641 0.18 A 0.00 0.00 1,163 0.32 A 0.00 0.00 710 0.20 A 0.00 0.00 931 0.26 A 0.00 0.00 561 0.31 A 0.00 0.00 1,243 0.69 B 0.00 0.00 35 0.02 A 0.00 0.00 156 0.09 A 0.00 0.00 1,965 0.36 A 0.00 0.00 2,479 0.46 A 0.00 0.00 1,766 0.33 A 0.00 0.00 2,220 0.41 A 0.00 0.00 1,498 0.28 A 0.00 0.00 2,944 0.55 A 0.00 0.01 2,594 0.48 A 0.00 0.00 3,058 0.57 A 0.00 0.00 Direction Location (# lanes) Capacity Avenida Encinas to 1-5 EB (3) 5,400 WB (3) 5,400 1-5 to Paseo del Norte EB (3) 5,400 WB (3) 5,400 Paseo del Norte to EB (3) 5,400 Armada Drive WB (3) 5,400 Armada Drive to EB (3) 5,400 Hidden Valley Road WB (3) 5,400 Palomar Hidden Valley Road to EB (3) 5,400 Airport College Boulevard Road WB (3) 5,400 College Boulevard to EB (3) 5,400 Camino Vida Roble WB (3) 5,400 Camino Vida Roble to EB (3) 5,400 El Camino Real WB (3) 5,400 El Camino Real to EB (3) 5,400 El Fuerte Street WB (3) 5,400 El Fuerte Street to Melrose EB (3) 5,400 Drive WB (3) 5,400 Carlsbad Boulevard to EB (2) 3,600 Poinsettia Avenida Encinas WB (2) 3,600 Lane EB (2) 3,600 Avenida Encinas to 1-5 WB (2) 3,600 Table 16 Horizon Year (2030) ~ -Peak Hour Roadway Seament LOS 2030 No Vision Plan 2030 No Vision Plan 2030 With Vision Plan A.M. P.M. A.M. Volume V/C LOS Volume V/C LOS Volume V/C LOS 1,079 0.20 A 1,152 0.21 A 1,090 0.20 A 975 0.18 A 1,165 0.22 A 1,005 0.19 A 2,704 0.50 A 2,151 0.40 A 2,706 0.50 A 1,313 0.24 A 3,149 0.58 A 1,317 0.24 A 2,741 0.51 A 1,615 0.30 A 2,741 0.51 A 1,308 0.24 A 3,075 0.57 A 1,309 0.24 A 3,242 0.60 B 2,129 0.39 A 3,242 0.60 B 1,766 0.33 A 3,029 0.56 A 1,767 0.33 A 3,166 0.59 A 2,028 0.38 A 3,184 0.59 A 1,781 0.33 A 2,928 0.54 A 1,802 0.33 A 1,906 0.35 A 1,497 0.28 A 1,906 0.35 A 1,168 0.22 A 1,547 0.29 A 1,169 0.22 A 1,442 0.27 A 1,475 0.27 A 1,442 0.27 A 1,239 0.23 A 1,090 0.20 A 1,240 0.23 A 2,341 0.43 A 3,384 0.63 B 2,350 0.44 A 3,307 0.61 B 2,332 0.43 A 3,317 0.61 B 1,921 0.36 A 3,501 · 0.65 B 1,930 0.36 A 3,332 0.62 B 2,277 0.42 A 3,342 0.62 B 250 0.07 A 485 0.13 A 434 0.12 A 384 0.11 A 581 0.16 A 564 0.16 A 801 0.22 A 1,152 0.32 A 1,035 0.29 A 830 0.23 A 1,019 0.28 A 1,061 0.29 A 80 2030 With Vision Plan P.M. Change in Delay Volume V/C LOS AM PM 1,164 0.22 A 0.00 0.01 1,209 0.22 A 0.01 0.00 2,155 0.40 A 0.00 0.00 3,154 0.58 A 0.00 0.00 1,616 0.30 A 0.00 0.00 3,076 0.57 A 0.00 0.00 2,130 0.39 A 0.00 0.00 3,030 0.56 A 0.00 0.00 2,049 0.38 A 0.00 0.00 2,959 0.55 A 0.00 0.01 1,498 0.28 A 0.00 0.00 1,548 0.29 A 0.00 0.00 1,476 0.27 A 0.00 0.00 1,091 0.20 A 0.00 0.00 3,394 0.63 A 0.01 0.00 2,347 0.43 A 0.00 0.00 3,511 0.65 A 0.00 0.00 2,292 0.42 A 0.00 0.00 692 0.19 A 0.05 0.06 850 0.24 A 0.05 0.08 1,411 0.39 A 0.07 0.07 1,365 0.38 A 0.06 0.10 Direction Location (# lanes) Capacity 1-5 to Paseo del Norte EB (2) 3,600 WB (2) 3,600 Paseo Del Norte to EB (2) 3,600 Poinsettia Batiquitos Drive WB (2) 3,600 Lane Batiquitos Drive to EB (2) 3,600 Aviara Parkway WB (2) 3,600 Aviara Parkway to EB (2) 3,600 El Camino Real WB (2) 3,600 Carlsbad Boulevard to EB (1) 1,800 Vulcan Avenue WB (1) 1,800 Vulcan Avenue to 1-5 EB (1) 1,800 WB (1) 1,800 La Costa 1-5 to Piraeus Street EB (2) 3,600 Ave. WB (2) 3,600 Piraeus Street to El Camino EB (2) 3,600 Real WB (2) 3,600 East of El Camino Real EB (2) 3,600 WB (2) 3,600 Ponto Drive Carlsbad Boulevard to NB (1) 1,800 Avenida Encinas SB (1) 1,800 Table 16 -- Horizon Year (2030) PeakHourRoadwavSeamentLOS 2030 No Vision Plan 2030 No Vision Plan 2030 With Vision Plan A.M. P.M. A.M. Volume V/C LOS Volume V/C LOS Volume V/C LOS 1,466 0.41 A 1,656 0.46 A 1,534 0.43 A 1,463 0.41 A 1,644 0.46 A 1,538 0.43 A 877 0.24 A 1,190 0.33 A 927 0.26 A 1,110 0.31 A 1,199 0.33 A 1,165 0.32 A 1,198 0.33 A 994 0.28 A 1,249 0.35 A 751 0.21 A 1,286 0.36 A 806 0.22 A 564 0.16 A 495 0.14 A 610 0.17 A 415 0.12 A 720 0.20 A 465 0.13 A 850 0.47 A 1,000 0.56 A 991 0.55 A 945 0.53 A 798 0.44 A 1,105 0.61 B 945 0.53 A 922 0.51 A 1,086 0.60 A 1,256 0.70 B 2,156 1.20 F 1,416 0.79 C 2,002 0.56 A 2,100 0.58 A 2,039 0.57 A 2,042 0.57 A 2,148 0.60 A 2,082 0.58 A 1,822 0.51 A 1,523 0.42 A 1,859 0.52 A 1,370 0.38 A 1,412 0.39 A 1,410 0.39 A 536 0.15 A 1,035 0.29 A 573 0.16 A 1,065 0.30 A 809 0.22 A 1,105 0.31 A 27 0.02 A 15 0.01 A 167 0.09 A 23 0.01 A 43 0.02 A 166 0.09 A Note: Deficient roadway segment operation shown in bold. (#) Number of lanes. 81 2030 With Vision Plan P.M. Change in Delay Volume V/C LOS AM PM 1,732 0.48 A 0.02 0.02 1,756 0.49 A 0.02 0.03 1,246 0.35 A 0.02 0.02 1,281 0.36 A 0.01 0.03 1,050 0.29 A 0.02 0.01 1,369 0.38 A 0.01 0.02 546 0.15 A 0.01 0.01 795 0.22 A 0.01 0.02 1,156 0.64 B 0.08 0.08 1,038 0.58 A 0.08 0.14 1,078 0.60 A 0.07 0.09 2,396 1.33 F 0.09 0.13 2,141 0.59 A 0.01 0.01 2,208 0.61 A 0.01 0.01 1,564 0.43 A 0.01 0.01 1,472 0.41 A 0.01 0.02 1,076 0.30 A 0.01 0.01 869 0.24 A 0.01 0.02 172 0.10 A 0.07 0.09 257 0.14 A 0.08 0.12 SIGNIFICANT IMPACTS Based on SANTEC/ITE guidelines, a project is forecast to result in a significant impact if either of the following is forecast to occur: • The addition of trips generated by the proposed land use in the Vision Plan result in a change in operating conditions from acceptable to deficient, OR • For locations operating at deficient LOS without the addition of Vision Plan generated trips, any of the following conditions occur: o Intersection (ICU): Change in V/C ratio greater than 0.02 o Intersection (HCM): Change in Delay of greater than 2.0 seconds o Roadway Segment (Peak Hour): Change in V/C ratio of greater than 0.02 Table 17 summarizes the intersections forecasted to operate at deficient levels of service without or with the land uses proposed in the Ponto Beachfront Village Vision Plan. According to the peak hour roadway segment operating conditions, most roadway segments are forecast to operate at acceptable levels of service without or with the proposed land uses included in the Ponto Beachfront Village Vision Plan. The segment of La Costa Avenue westbound approaching Vulcan Avenue is forecast to operate at LOS F without or with the Ponto Beachfront Village Vision Plan. RECOMMENDED MITIGATION MEASURES Two intersections and one roadway segment are forecasted to be significantly impacted by the land uses described in the proposed Ponto Beachfront Village Vision Plan: • N. Coast Highway 101 / La Costa Avenue; • La Costa Avenue/ Vulcan Avenue; and • Westbound La Costa Avenue east of Vulcan Avenue. Recommended improvements at the significantly impacted intersections and roadway segments are summarized in Table 18. Intersection mitigation worksheets are provided in Appendix I. 82 Table 17 Summary of Forecast Deficient Intersections Forecast Deficient Intersections Intersection Existing (ICU) 2010 (HCM) 2030 (HCM) Without With Without With Without With PBVP11l PBVP11l Sig? PBVP11l PBVP111 Sig? PBVP11l PBVP11l Sig? Palomar Airport Rd/ Avenida Encinas Palomar Airport Rd / 1-5 SB Ramps Palomar Airport Rd/ 1-5 NB Ramps )( X Palomar Airport Rd / Paseo Del Norte Palomar Airport Rd / Armada Dr Palomar Airport Rd / Hidden Valley Rd Palomar Airport Rd / College Blvd Palomar Airport Rd / Camino Vida Roble Palomar Airport Rd / El Camino Real )( X )( X Palomar Airport Rd/ El Fuerte St )( )( )( )( Palomar Airport Rd / Melrose Dr )( )( Carlsbad Blvd/ Island Way Carlsbad Blvd / Breakwater Rd Carlsbad Blvd / Poinsettia Ln Poinsettia Ln / Avenida Encinas Poinsettia Ln / 1-5 SB Ramps Poinsettia Ln / 1-5 NB Ramps Poinsettia Ln / Paseo Del Norte Paseo Del Norte / Camino del las Ondas Poinsettia Ln / Batiquitos Dr Poinsettia Ln / Aviara Parkway El Camino Real / Cassia Rd El Camino Real / Camino Vida Roble X X Carlsbad Blvd / Ponto Dr Carlsbad Blvd/ Beach Way Carlsbad Blvd/ Avenida Encinas Ponto Dr/ Avenida Encinas La Costa Ave/ N. Coast Highway 101 )( X )( X )( La Costa Ave I Vulcan Ave )( )( )( )( )( )( )( X La Costa Ave/ 1-5 SB Ramps La Costa Ave/ 1-5 NB Ramps La Costa Ave/ Piraeus St El Camino Real / La Costa Ave )( )( )( )( N. Coast Highway 101 / Leucadia Ave La Costa Ave./ Sheridan Rd. Note: Sig? = Significantly Impacted Italicized= Unsignal1zed lntersect10n 11! PBVP = Ponto Beachfront Village Plan 83 Table 18 Recommended Mitigation Measures Forecast Deficient Intersections Intersection Significantly Worst Case Mitigated Impacted Delay Recommended Scenarios orV/C LOS Mitigation Delay LOS Significantly Impacted Intersections La Costa Ave/ N. !Widen North Leg to Include: Coast Highway 2010 & 2030 86.8 F 2 Left Turn Lanes and 2 Thru Lanes, and 46.9 D 101 Widen East Leg to Include: 2 Left Turn Lanes and 1 Right Turn Lane La Costa Ave/ Existing, 2010 ;Alternative 1 : Install Traffic Signal (with La Costa Vulcan Ave & 2030 881.2 F Widening to 4 lanes) 27.8 C J\lternative 2: Restrict Left Turn Access Significantly Impacted Roadway Segments Widen Westbound Approach beginning east of Vulcan Avenue to accommodate intersection WB La Costa improvements identified above (dual eastbound left Avenue east of 2030 1.33 F ~urn lanes at N. Coast Highway 101 and dedicated 0.67 C Vulcan Avenue left turn lane at Vulcan Avenue). Improvement consistent with improvements approved with Highway 101 Corridor Specific Plan (City of Encinitas) Improvements identified in Table 18 are consistent with improvements identified by City of Encinitas for both the Highway 101 Specific Plan and the Encinitas Beach Resort. As the impacts identified are cumulative and indirect, it is recommended that the Ponto Beachfront Village Vision Plan contribute a fair share toward the future widening of La Costa Avenue and ultimate intersection improvements identified above. CAL TRANS OPERATIONAL ANALYSIS Because of the project's proximity to Interstate 5, a state owned facility, Caltrans requested an evaluation of freeway segments, on-ramps and intersections that are included in the project study area. Intersection Lane Volume Analysis Caltrans requires that the Intersection Lane Volume (ILV) analysis be conducted for all state-owned facilities that may be impacted by a proposed project. As the Ponto Beachfront Village is located adjacent to Interstate 5, the ILV method was conducted for all signalized study intersections along the 1-5 corridor that are forecast to have 20 or more project related peak hour trips added. Table 19 summarizes the results of the ILV analysis. ILV Calculation worksheets are provided in Appendix J. 84 Table 19 ILV Operation Analysis PAR/ PAR/ PoinsettiaLn/ Poinsettia Ln/ La Costa Ave/ La Costa Ave/ 1-5 SB Ramps 1-5 NB Ramps 1-5 SB Ramps 1-5 NB Ramps 1-5 SB Ramps 1-5 NB Ramps 731 1232 722 794 717 881 Existing a.m. Stable Unstable Stable Stable Stable Stable Conditions 743 1186 1016 917 744 893 p.m. Stable Stable Stable Stable Stable Stable 732 1241 913 973 797 899 Existing with a.m. Stable Unstable Stable Stable Stable Stable Vision Plan 745 1196 1364 1125 810 913 p.m. Stable Stable Unstable Stable Stable Stable 940 1333 1002 1003 705 964 a.m. Stable Unstable 2010 Stable Stable Stable Stable 891 1271 1065 1156 912 983 p.m. Stable Unstable Stable Stable Stable Stable 942 1342 1193 1182 785 983 2010 with a.m. Stable Unstable Stable Stable Stable Stable Vision Plan 897 1282 1413 1364 932 1078 p.m. Stable Unstable Unstable Unstable Stable Stable 1011 1531 1052 1031 623 1118 a.m. Stable Capacity Stable Stable Stable Stable 2030 1057 1409 1147 1193 1144 1287 p.m. Stable Unstable Stable Stable Stable Unstable 1012 1540 1243 1210 703 1137 2030 with a.m. Stable Capacity Unstable Unstable Stable Stable Vision Plan 1063 1420 1387 1401 1165 1308 p.m. Stable Unstable Unstable Unstable Stable Unstable Note: PAR -Palomar Airport Road. As shown in Table 19, of the six ramps evaluated, most ramps operate at either stable or unstable conditions in the a.m. and p.m. peak hours. The intersection of Palomar Airport Road/I-5 Northbound Ramps is forecast to operate above capacity in the a.m. peak hour by horizon year 2030 without or with the land uses planned for the Ponto Beachfront Village Vision Plan. Freeway Mainline Segment Analysis Segments of northbound and southbound Interstate 5 between Cannon Road and Leucadia Boulevard were analyzed under all peak hour conditions using the 2000 HCM Basic Freeway Segment analysis methodology. The distances between ramps showed that the gore points between on and off ramps exceeded 2,500 feet indicating that the segments are clearly basic freeway segments as opposed to weave sections. A 10% heavy truck factor was applied based on information reported by Caltrans for these segments of Interstate 5. A measured free-flow speed of 70 mph was used in the HCM calculations for freeway segments. Year 2005, 2010, and 2030 a.m. and p.m. peak hour volumes were derived from the SAN DAG north county model for the segments analyzed. The Horizon Year 2030 analysis assumes the planned widening of Interstate 5 to include one HOV lane in addition to the existing four mainline lanes in each direction of travel. This improvement is included under SANDAG's Regional Transportation Plan. 85 It should be noted that the forecast Year 2030 peak hour freeway mainline segment analysis includes only the peak hour volumes on the mainline freeway; HOV lane volumes are not included in the analysis. Forecast 2030 HOV volumes would be served in the future HOV lane and have been checked to confirm that the HOV volumes do not exceed the capacity of the HOV lane. The results of the Existing freeway segment level of service are shown in Table 20, the Near Term 2010 results in Table 21, and the Horizon year 2030 results in Table 22. HCM worksheets used to calculate the freeway segments are provided in Appendix K. Table 20 Existing Freeway Mainline Segment Level of Service Analysis Interstate 5 Existing Conditions Existing with Vision Plan Segment From To L Volume 0 APCS s AM Peak Hour 1-5 NB Palomar Airport Rd. Cannon Rd. 5555 C 68.0 1-5 SB Cannon Rd. Palomar Airport Rd. 7605 E 58.7 1-5 NB Poinsettia Ln. Palomar Airport Rd. 6547 D 63.5 1-5 SB . Palomar Airport Rd. Poinsettia Ln. 5778 C 65.5 1-5 NB La Costa Ave. Poinsettia Ln. 6330 D 64.3 1-5 SB Poinsettia Ln. La Costa Ave. 6220 D 64.6 1-5 NB Leaucadia Blvd. La Costa Ave. 5912 C 67.4 1-5 SB La Costa Ave. Leaucadia Blvd. 6143 D 66.8 PM Peak Hour 1-5 NB Palomar Airport Rd. Cannon Rd. 7592 E 58.8 1-5 SB Cannon Rd. Palomar Airport Rd. 6985 D 63.1 1-5 NB Poinsettia Ln. Palomar Airport Rd. 6740 D 62.7 1-5 SB Palomar Airport Rd. Poinsettia Ln. 7019 D 61.3 1-5 NB La Costa Ave. Poinsettia Ln. 7258 E 59.8 1-5 SB Poinsettia Ln. La Costa Ave. 7419 E 58.6 1-5 NB Leucadia Blvd. La Costa Ave. 7450 E 59.9 1-5 SB La Costa Ave. Leucadia Blvd. 6994 D 63.1 Note: Deficient freeway segment operation indicated in bold where applicable. APCS -Average Passenger Car Speed (mph) D -Density, Passenger Car~ per Mile per Lane 86 L D Volume 0 APCS D s 23.8 5563 C 68.0 23.9 37.8 7631 E 58.4 38.1 30.1 6701 D 62.9 31.1 25.7 5928 D 65.2 26.5 28.7 6336 D 64.2 28.8 28.1 6232 D 64.5 28.2 25.6 6031 D 67.1 26.2 26.8 6247 D 66.5 27.4 37.7 7601 E 58.7 37.8 32.3 7025 D 62.9 32.6 31.4 6910 D 61.9 32.6 33.4 7244 E 59.9 35.3 35.4 7267 E 59.7 35.5 36.9 7432 E 58.5 37.0 36.3 7629 E 58.5 38.1 32.3 7109 D 62.4 33.2 Table 21 Near Term (2010) Freeway Mainline Segment Level of Service Analysis Interstate 5 2010 Conditions 2010 with Vision Plan Segment From To L 1-5 NB 1-5 SB 1-5 NB 1-5 SB 1-5 NB 1-5 SB 1-5 NB 1-5 SB 1-5 NB 1-5 SB 1-5 NB 1-5 SB 1-5 NB 1-5 SB 1-5 NB 1-5 SB Volume 0 APCS s AM Peak Hour Palomar Airport Rd. Cannon Rd. 5322 C 68.3 Cannon Rd. Palomar Airport Rd. 7387 E 60.4 Poinsettia Ln. Palomar Airport Rd. 6599 D 63.3 Palomar Airport Rd. Poinsettia Ln. 5654 C 65.7 La Costa Ave. Poinsettia Ln. 6476 D 63.8 Poinsettia Ln. La Costa Ave. 6076 D 64.9 Leaucadia Blvd. La Costa Ave. 5560 C 68.0 La Costa Ave. Leaucadia Blvd. 6140 D 66.8 PM Peak Hour Palomar Airport Rd. Cannon Rd. 7528 E 59.3 Cannon Rd. Palomar Airport Rd. 7121 D 62.3 Poinsettia Ln. Palomar Airport Rd. 6730 D 62.7 Palomar Airport Rd. Poinsettia Ln. 7612 E 57.1 La Costa Ave. Poinsettia Ln. 7180 D 60.3 Poinsettia Ln. La Costa Ave. 8048 E 52.9 Leaucadia Blvd. La Costa Ave. 7349 E 60.7 La Costa Ave. Leaucadia Blvd. 7475 E 59.7 Note: Deficient freeway segment operation indicated in bold where applicable. APCS -Average Passenger Car Speed (mph) D -Density, Passenger Cars per Mile per Lane 87 L D Volume 0 APCS s 22.7 5330 C 68.3 35.7 7413 E 60.2 30.4 6753 D 62.3 25.1 5804 C 65.5 29.6 6482 D 63.8 27.3 6088 D 64.9 23.9 5679 C 67.8 26.8 6244 D 66.5 37.0 7537 E 59.2 33.3 7161 D 62.0 31.3 6900 D 61.9 38.9 7837 E 55.0 34.7 7189 D 60.2 44.3 8061 E 52.8 35.3 7528 E 59.3 36.5 7590 E 58.8 D 22.8 35.9 31.5 25.9 29.7 27.4 24.4 27.4 37.1 33.7 32.5 41.5 34.8 44.5 37.0 37.7 Table 22 Horizon Year (2030) Freeway Mainline Segment Level of Service Analysis Interstates 2030 Conditions 2030 with Vision Plan Segment From To L 1-5 NB 1-5 SB 1-5 NB 1-5 SB 1-5 NB 1-5 SB 1-5 NB 1-5 SB 1-5 NB 1-5 SB 1-5 NB 1-5 SB 1-5 NB 1-5 SB 1-5 NB 1-5 SB Volume 0 APCS s AM Peak Hour Palomar Airport Rd. Cannon Rd. 5528 C 68.0 Cannon Rd. Palomar Airport Rd. 7189 D 61.8 Poinsettia Ln. Palomar Airport Rd. 6632 D 63.2 Palomar Airport Rd. Poinsettia Ln. 5870 D 65.4 La Costa Ave. Poinsettia Ln. 6742 D 62.7 Poinsettia Ln. La Costa Ave. 6318 D 64.3 Leucadia Blvd. La Costa Ave. 6239 D 66.5 La Costa Ave. Leucadia Blvd. 6739 D 64.4 PM Peak Hour Palomar Airport Rd. Cannon Rd. 7932 E 55.6 Cannon Rd. Palomar Airport Rd. 7285 D 61.2 Poinsettia Ln. Palomar Airport Rd. 7209 D 60.1 Palomar Airport Rd. Poinsettia Ln. 7100 D 60.8 La Costa Ave. Poinsettia Ln. 7100 D 60.8 Poinsettia Ln. La Costa Ave. 7294 E 59.5 Leucadia Blvd. La Costa Ave. 7100 D 62.4 La Costa Ave. Leucadia Blvd. 7100 D 62.4 .. Note: Def1c1ent freeway segment operation indicated in bold where applicable. APCS -Average Passenger Car Speed (mph) D -Density, Passenger Cars per Mile per Lane L D Volume 0 APCS s 23.7 5536 C 68.0 33.9 7215 D 61.7 30.6 6787 D 62.5 26.2 6020 D 65.1 31.4 6748 D 62.7 28.7 6330 D 64.3 27.4 6358 D 66.1 30.5 6843 D 63.9 41.6 7941 E 55.5 34.7 7325 E 60.9 35.0 7379 E 58.9 34.1 7325 E 59.3 34.1 7117 D 66.7 35.7 7307 E 59.4 33.2 7279 D 61.2 33.2 7215 D 61.7 D 23.7 34.1 31.7 27.0 31.4 28.7 28.1 31.2 41.7 35.1 36.5 36.0 34.2 35.9 34.7 34.1 As shown in Tables 19-21, the freeway mainline segments operate at acceptable levels of service (LOS E or better) under all conditions with and without the Vision Plan. Ramp Metering Analysis As required by Caltrans, ramp-metering analysis should be performed for each Horizon Year condition in which ramp metering is expected, Therefore the Near Term (2010) and Horizon Year (2030) with and without Vision Plan ramp metering analysis was completed. The following Interstate 5 ramp meter locations will provide access to the proposed project site and are currently operating during the a.m. and p.m. peak hour: 88 o Palomar Airport Road -Northbound and Southbound On-Ramps. o Poinsettia Lane -Northbound and Southbound On-Ramps. e La Costa Avenue -Northbound and Southbound On-Ramps. Each on-ramp currently has one or two single-occupancy vehicle (SOV) lane, and one high- occupancy vehicle (HOV) lane. For the purposes of this report, the existing meter flow rates (provided by Caltrans) and peak periods of operation for the selected Interstate 5 on-ramps are used for the analysis of all future scenarios. Table 23 and 24 summarize the results of the Interstate 5 ramp metering analysis during the Near Term (2010) conditions and Horizon Year (2030) with and without the Vision Plan. As shown in the Table 23, during the Near Term (2010) condition the peak hour demand at the following on-ramps is forecast to exceed the current meter flow rate capacity: " Palomar Airport Rd. West to SB Ramp (p.m. peak hour); • Poinsettia Ln. SB Ramp (p.m. peak hour). As shown in the Table 24, during the Horizon Year 2030 with and without vision plan the peak hour demand at the following Interstate 5 on-ramps are forecast to exceed the current meter flow rate capacity: • Palomar Airport Rd. NB On-Ramp (p.m. peak hour) • Palomar Airport Rd. West to SB On-Ramp (p.m. peak hour) o Poinsettia Ln. SB On-Ramp (a.m. & p.m. peak hour) 89 Peak Ramp Hour Demand Table 23 Near Term (2010) With and Without Vision Plan Ramp Meter Analysis Interstate 5 Northbound/Southbound On-Ramps Meter Number Queue Meter Number Flow Rate of Lanes Excess Delay Length Flow Rate of Lanes (per lane) (1) Demand (Minutes) (in feet) Demand (per lane) (1) Excess Delay Demand (Minutes) 2010 Conditions 2010 with Vision Plan Conditions AM 702 731 2.15 0 0 0 710 731 Palomar Airport Rd. NB Ramp PM 1470 731 2.20 0 0 0 1479 731 AM 347 661 1.15 0 0 0 347 661 Palomar Airport Rd. PM West to SB Ramp 1221 941 1.20 77 5 2,219 1221 941 AM 121 857 1.15 0 0 0 121 857 Palomar Airport Rd. PM East to SB Ramp 273 857 1.20 0 0 0 273 857 AM 558 731 1.15 0 0 0 707 731 Poinsettia Ln. NB Ramp PM 483 731 1.20 0 0 0 653 731 AM 766 427 2.15 0 0 0 774 427 Poinsettia Ln. SB Ramp PM 1194 478 2.20 65 8 1,877 1207 478 AM 656 679 1 .. 15 0 0 0 653 679 La Costa Ave. to NB Ramp PM 635 679 1.20 0 0 0 635 679 AM 409 429 2.15 0 0 0 513 429 La Costa Ave. to SB Ramp PM 673 429 2.20 0 0 0 795 429 Note: C1>vehicles per hour per lane. <2> Previous studies have shown that HOV lanes are utilized by approximately 15% of the total freeway traffic during the a.m. peak hour, and during the p.m. peak hour HOV lanes are utilized by approximately 20% of the total freeway traffic. The capacity of the SOY and HOV lanes on the ramps were calculated based on the proportion of traffic using each lane. 90 2.15 0 0 2.2 0 0 1.15 0 0 1.2 77 5 1.15 0 0 1.2 0 0 1.15 0 0 1.2 0 0 2.15 0 0 2.2 71 9 1.15 0 0 1.2 0 0 2.15 0 0 2.2 0 0 Queue Length (in feet) 0 0 0 2219 0 0 0 0 0 2048 0 0 0 0 Peak Ramp Hour Table 24 Horizon Year (2030) With and Without Vision Plan Ramp Meter Analysis Interstate 5 Northbound/Southbound On-Ramps Meter Number Queue Meter Number flow Rate of Lanes Excess Delay Length Flow Rate of Lanes Demand (per lane) (1) Demand (Minutes) (in feet) Demand (per lane) (1) Excess Delay Demand (Minutes) 2030 Conditions Year 2030 with Vision Plan Conditions AM 844 731 2.15 0 0 0 854 731 Palomar Airport Rd. NB Ramp PM 1789 731 2.20 82 7 2,383 1818 731 AM 390 661 1.15 0 0 0 390 661 Palomar Airport Rd. PM 1584 941 1.20 379 24 10,991 1584 941 West to SB Ramp AM 137 857 1.15 0 0 0 137 857 Palomar Airport Rd. East to SB Ramp PM 287 857 1.20 0 0 0 287 857 AM 414 731 1.15 0 0 0 568 731 Poinsettia Ln. NB Ramp PM 362 731 1.20 0 0 0 532 731 AM 973 427 2.15 26 4 741 977 427 Poinsettia Ln. SB Ramp PM 1615 478 2.20 256 32 7,427 1626 478 AM 765 679 1.15 0 0 0 765 679 La Costa Ave. to NB Ramp PM 751 679 1.20 0 0 0 751 679 AM 536 429 2.15 0 0 0 640 429 La Costa Ave. to SB Ramp PM 714 429 2.20 0 0 0 829 429 Note: (iJ Vehicles per hour per lane. <2l Previous studies have shown that HOV lanes are utilized by approximately 15% of the total freeway traffic during the a.m. peak hour, and during the p.m. peak hour HOV lanes are utilized by approximately 20% of the total freeway traffic. The capacity of the SOV and HOV lanes on the ramps were calculated based on the proportion of traffic using each lane. 91 2.15 0 0 2.20 95 8 1.15 0 0 1.20 379 24 1.15 0 0 1.20 0 0 1.15 0 0 1.20 0 0 2.15 27 4 2.20 261 33 1.15 0 0 1.20 0 0 2.15 0 0 2.20 0 0 Queue Length (in feet) 0 2,766 0 10,991 0 0 0 0 795 7,572 0 0 0 0 CARLSBAD BOULEVARD REALIGNMENT The Ponto Beachfront Village Vision Plan will be served by Avenida Encinas, Ponto Drive and Carlsbad Boulevard. Signalized access will be provided at Avenida Encinas/Ponto Drive (new signal), Carlsbad Boulevard/Ponto Drive (existing signal) and the future signalized intersection of Carlsbad Boulevard/Beach Way. As part of the planning efforts for this site, a realignment study was conducted for Carlsbad Boulevard. Four alternatives were considered, which were evaluated for potential effects to biology, visual resources, parking, signal operations and bridge requirements. The goals for improving Carlsbad Boulevard include proving expanded and enhanced beach access, establishing a southern coastal gateway to City of Carlsbad that integrates landscape architecture, which celebrates the City's historic past and horticultural heritages, and providing the necessary public facilities and services to meet the City's Growth Management Plan. The alternatives for realigning Carlsbad Boulevard involve moving either the northbound or southbound lanes between Ponto Drive and Avenida Encinas. The relocation of lanes will create additional space on either side of Carlsbad Boulevard that will allow for improved bicycle lanes, additional trails and/or wider sidewalks and parking. In most cases, the realignment of Carlsbad Boulevard will allow for a pedestrian undercrossing from the Ponto Beachfront Village Vision Plan area to the Carlsbad State Beach. This will significantly reduce pedestrian traffic crossing Carlsbad Boulevard. The alignment selected as the preferred alternative and therefore evaluated in the Ponto Vision Plan is Alternative #2. This alternative is illustrated previously in the traffic report on the project site plan. The southbound lanes would be shifted to the east. Space would therefore be provided on the west side of Carlsbad Boulevard for both on-street parking and an enhanced multi-purpose trail. Two traffic lanes (12 feet each) would be provided in each direction along with northbound and southbound dedicated left turn lanes (12 feet each). The median would be 18 feet allowing for adequate width for u-turning movements along Carlsbad Boulevard to access the beachfront parking. The wide median would also allow for enhanced landscaping that would be cohesive with the landscaping and design to the north, completed as part of the Hanover Colony. Parking along Carlsbad Boulevard would be maintained with a total of 61 proposed diagonal parking spaces and 48 parallel parking spaces. Diagonal parking spaces would be separated from the flow of traffic along Carlsbad Boulevard by a raised median. CONCLUSION This traffic report evaluates the forecast traffic impact associated with the proposed land uses as described in the Ponto Beachfront Village Vision Plan. The Ponto Beachfront Village Vision Plan consists of a mixture of compatible land uses including hotel and resort uses, live/work condominium units, townhouses, apartments, office, retail and restaurants. The Ponto Beachfront 92 Village is defined by the property located on the east side of Carlsbad Boulevard, between northern end of the Batiquitos Lagoon and Ponto Drive in the City of Carlsbad. Land use designations included in the Ponto Beachfront Village Vision Plan is forecast to generate approximately 15,161 trips per day, which includes approximately 964 a.m. peak hour trips and approximately 1,244 p.m. peak hour trips. The existing General Plan land use designation for the site includes a mix of commercial, travel, and residential uses with an allowable range in ADT from 12,708 to 15,408 trips per day. The land uses included with the Ponto Beachfront Village Vision Plan are forecast to generate traffic within the range of traffic generated by land uses permitted under the existing General Plan. This report was prepared in compliance with the City of Carlsbad Growth Management Plan and with the regionally accepted traffic study guidelines published by SANTEC/ITE. Consistent with those guidelines, the following scenarios were evaluated: • Existing Conditions; • Existing plus Vision Plan; • Near Term (2010) without Vision Plan; • Near Term (2010) with Vision Plan; • Horizon year (2030) without Vision Plan; and • Horizon year (2030) with Vision Plan. Intersection Analysis The study area was identified to include 35 intersection and 20 roadway segments. The results of the analysis show that all study intersections currently operate at acceptable levels of service based on the ICU methodology. The addition of traffic associated with the land uses included in the Ponto Beachfront Village Vision Plan to the existing traffic volumes results in similar operating conditions at all study intersections. However, the unsignalized intersection of La Costa AvenueNulcan Avenue is forecast to operate at deficient LOS. In accordance with City Growth Management Plan, both Near Term and Horizon Year conditions were evaluated using the 2000 Highway Capacity Manual (HCM) methodology, which calculates in.tersection levels of services based on delay. The results of the Near Term (2010) analysis, which included all cumulative projects within the study area, assumes 2010 conditions intersection geometry. The Horizon Year 2030 conditions were evaluated without and with the proposed land uses included in the Ponto Beachfront Village Vision Plan. The Horizon Year analysis assumes buildout of the City's Circulation Element roadways and improvements at existing intersections as planned through the City of Carlsbad Traffic Impact Fee Program. The results of the Near Term (2010) and Horizon Year (2030) analysis show that all study 93 intersections are forecast to operate at acceptable levels of service when evaluated using HCM methodology with the exception of the following intersections, which are forecast to operate at LOS E or F: Near Term (2010) • Palomar Airport Road / El Camino Real • Palomar Airport Road / El Fuerte Street • La Costa Avenue/ Vulcan Avenue • La Costa Avenue/ El Camino Real • La Costa Avenue/ N. Coast Highway 101 Horizon Year (2030) • Palomar Airport Road / 1-5 Northbound Ramps • Palomar Airport Road / El Camino Real • Palomar Airport Road / El Fuerte Street • Palomar Airport Road / Melrose Drive • El Camino Real / Camino Vida Roble • La Costa Avenue/ N. Coast Highway 101 • La Costa Avenue/ Vulcan Avenue • La Costa Avenue/ El Camino Real These intersections are forecast to operate at "Failing" (LOS E or F) conditions with and without the proposed land use intensity included for the Ponto Beachfront Village Vision Plan. Roadway Segment Analysis Roadway segments were evaluated for both peak hour operations to satisfy City of Carlsbad Growth Management Plan requirements. Based on the peak hour analysis, all City of Carlsbad roadway segments operate at acceptable levels of service under all study scenarios without and with the proposed land uses in the Ponto Beachfront Village Vision Plan. The two-lane segment of La Costa Avenue between Vulcan Avenue and 1-5 is forecast to operate at LOS F in the westbound direction by Horizon Year 2030 without or with the proposed land uses included in the Ponto Beachfront Village Vision Plan. City of Encinitas includes this roadway as a four-lane arterial in their Circulation Element. However, there are no immediate plans to widen La Costa Avenue to four lanes. The City of Encinitas has approved projects that address improvements to La Costa Avenue at North Coast Highway 101 and La Costa Avenue. These improvements will widen La Costa Avenue east of Vulcan Avenue to four lanes. 94 Significant Impacts The City of Carlsbad and SANTEC/ITE traffic study guidelines identify significant impacts if one of the following two criteria is met: e The addition of trips generated by the proposed land use in the Vision Plan result in a change in operating conditions from acceptable to deficient, o When an intersection or roadway segment is operating at deficient service levels, the addition of trips generated by the proposed land use in the Vision Plan results in a change in V/C ratio of more than 2% (0.02) when compared to the no-build Vision Plan condition. For future year scenarios, an increase in delay of more than 2.0 seconds results in a significant impact at signalized or unsignalized intersections based on the HCM operations analysis methodology. Two intersections and one roadway segment are forecast to be significantly impacted by the proposed land uses included in the Ponto Beachfront Village Vision Plan. At these locations, mitigation measures would be required to reduce the impact to a level that is considered less than significant. The recommended improvements that would result in acceptable operating conditions at the significantly impacted intersections are as follows: La Costa Ave/ N. Coast Highway 101: (2010 & 2030) La Costa Ave/ Vulcan Ave: (Existing, 2010 & 2030) Westbound La Costa Ave east of Vulcan Ave: (2030) Widen North Leg to Include: 2 Left Turn Lanes and 2 Thru Lanes, and Widen East Leg to Include: 2 Left Turn Lanes and 1 Right Turn Lane Alternative 1: Install Traffic Signal (with La Costa Widening) Alternative 2: Restrict Left Turn Access Widen WB La Costa Avenue from east of Vulcan to N. Coast Highway 101 to accommodate proposed intersection improvements. Improvements identified above are consistent with improvements conditioned upon the Highway 101 Corridor Specific Plan, which was approved by City of Encinitas. Portions of the intersection improvements were in design at the time this report was prepared by other developers in the study area. However, the ultimate intersection improvements along La Costa Avenue will require that the bridge crossing the railroad tracks be widened from two lanes to four lanes. It is recommended that the Ponto Beachfront Village Vision Plan contribute a prorated fair share toward the ultimate improvements along La Costa Avenue, including the partial widening and intersection improvements, to address the cumulative indirect impacts. 95 Ca/trans Analysis Because of the project's proximity to Interstate 5, a state owned facility, Caltrans requested an evaluation of freeway segments, on-ramps and intersections within the study area. Six Caltrans ramps were evaluated using the Intersection Lane Volume (ILV) methodology in accordance with Caltrans traffic study requirements. The results of the analysis show that of the six ramps evaluated, five are forecast to operate within the available capacity through 2030 without or with the proposed land use designations included in the Ponto Beachfront Village Vision Plan. The intersection of Palomar Airport Road/I-5 Northbound Ramps is forecasted to operate above capacity in the a.m. peak hour without or with the land uses identified in the Vision Plan. The results of the freeway mainline segment analysis shows that all selected freeway segments operate at acceptable levels of service (LOS E or better) under all conditions with and without the Vision Plan. The ramp metering analysis results show that during the Near Term (2010) and Horizon Year (2030) peak hour demand at the following on-ramps is forecast to exceed the current meter flow rate capacity: • Poinsettia Ln. Southbound On-Ramp (a.m./p.m. peak hour) 2010 and 2030; • Palomar Airport Road West to Southbound On-Ramp (p.m. peak hour) 2010 and 2030; • Palomar Airport Rd. Southbound On-Ramp (p.m. peak hour) 2030. 96 .APPENDIX A SANTEC/ITE Traffic Impact Study Guidelines and Traffic Count Sheets Table D-1 Measure of Significant Project Traffic Impacts Allowable Chanqe due to Proiect Impact** Level of Roadway Ramp*** Service with Freeways Seqments Intersections Meterinq Project* Speed Speed Delay Delay V/C (mph) V/C (mph) (sec.) (min.) D, E, & F (or ramp meter 0.01 1 0.02 1 2 2 delays above 15 min.) Notes: • All level of service measurements are based upon HCM procedures for peak-hour conditions. However, V/C ratios for Roadway Segments may be estimated on an ADT/24-hour traffic volume basis (using Table D-2 or a similar LOS chart for each jurisdiction). The acceptable LOS for freeways, roadways, and intersections is generally "D" ("C" for undeveloped or not densely developed locations per jurisdiction definitions). For metered freeway ramps, LOS does not apply. However, ramp meter delays above 15 minutes are considered excessive. **If a proposed project's traffic causes the values shown in the table to be exceeded, the impacts are determined to be significant. These impact changes may be measured from appropriate computer programs or expanded manual spreadsheets. The project applicant shall then identify feasible mitigation (within the Traffic Impact Study report) that will maintain the traffic facility at an acceptable LOS. If the LOS with the proposed project becomes unacceptable (see above • note), or if the project adds a significant amount of peak-hour trips to cause any traffic queues to exceed on-or off-ramp storage capacities, the project applicant shall be responsible for mitigating significant impact changes. *** KEY: See Exhibit D-2 for ramp metering analysis. V/C Speed Delay LOS Volume to Capacity ratio Speed measured in miles per hour Average stopped delay per vehicle measured in seconds for intersections, or minutes for ramp meters Level of Service 110 Exhibit 0-2 Ramp Metering Analysis Ramp metering analysis should be performed for each horizon year scenario in which ramp metering is expected. The following table shows relevant information that should be included in the ramp meter analysis "Summary of Freeway Ramp Metering Impacts." METER EXCESS DEMAND RATE DEMAND DELAY QUEUE LOCATION (veh/hr)1 (veh/hr)2 (veh/hr)3 (min)4 (feet)5 Notes: 1 DEMAND is the peak hour demand expected to use the on-ramp. 2 METER RATE is the peak hour capacity expected to be processed through the ramp meter. This value should be obtained from Caltrans. Contact Carolyn Rumsey at (619) 467-3029. 3 EXCESS DEMAND= (DEMAND) -(METER RATE) or zero, whichever is greater. 4 DELAY= EXCESS DEMAND+ METER RATE X 60 MINUTES/HOUR 5 QUEUE = (EXCESS DEMAND) X 29 feet/vehicle Note: Delay will be less at the beginning of metering. However, since peaks will almost be more than one hour, delay will be greater after the first hour of metering. (See discussion on next page.) LOCATIONS Summary of Freeway Ramp Metering Impacts (Lengthen as necessary to include all impacted meter locations) PEAK HOUR FLOW EXCESS PEAK DEMAND (METER RATE) DEMAND DELAY HOUR D F E (MINUTES) AM PM AM PM AM PM 114 QUEUE Q (feet) Exhibit D-2 (Cont.) Ramp Metering Analysis A. CAUTION: The ramp metering analysis shown in Attachment B may lead to grossly understated results for delay and queue length, since important aspects of queue growth are ignored. Also, the draft guidelines method derives average values instead of maximum values for delay and queue length. Utilizing average values instead of maximum values can lead to obscuring important effects, particularly in regard to queue length. Predicting ramp meter delays and queues requires a storage-discharge type of analysis, where a pattern of arriving traffic at the meter is estimated by the analyst, and the discharge, or meter rate, is a somewhat fixed value set by Caltrans for each individual metered ramp. Since a ramp meter queue continues to grow longer during all times that the arrival rate exceeds the discharge rate, the maximum queue length (and hence, the maximum delay) usually occurs after the end of the peak (or highest) one hour. This leads to the need for an analysis for the entire time period during which the arrival rate exceeds the meter rate, not just the peak hour. For a similar reason, the analysis needs to consider that a substantial queue may have already formed by the beginning of the "peak hour." Traffic arriving during the peak hour is then stacked onto an existing queue, notjust starting from zero as the draft analysis suggests. Experience shows that the theoretical queue length derived by this analysis often does not materialize. Motorists, after a brief time of adjustment, seek alternate travel paths or alternate times of arrival at the meter. The effect is to approximately minimize total trip time by seeking out the best combinations of route and departure time at the beginning of the trip. This causes at least two important changes in the pattern or arriving traffic at ramp meters. First, the peak period is _spread out, with some traffic arriving earlier and some traffic arriving later than predicted. Second, a significant proportion of the predicted arriving traffic will use another ramp, use another freeway, or stay on surface streets. It is acceptable to make reasonable estimates of these temporal and spatial (time and occupying space) diversions as long as all assumptions are stated and that the unmodified, or theoretical values are shown for comparison. B. Additional areas for study include being able to define acceptable levels of service (LOS) and "significant" thresholds (e.g., a maximum ramp meter delay of 15 minutes) for metered freeway entrance ramps. Currently there are no acceptable software programs for measuring project impacts on metered freeway ramps nor does the Highway Capacity Manual (HCM) adequately address this issue. Hopefully in the near future a region-wide study will be initiated to determine what metering rate (at each metered ramp) would be required in order to guarantee that traffic will flow (even at LOS "E") on the entire freeway system during peak-hour conditions. From this, the ramp delays and resultant queue lengths might then be calculated. Overall, this is a very complex issue that needs considerable research and refinement in cooperation with Caltrans. 115 RICK ENGINEERING TURNING MOVEMENT ANALYSIS Page 1 of3 City: Carlsbad •., Intersection of: N/S Street: Avenida Encinas File : 2006 Int #20 E/W Street : Palomar Airport Road Data Collected by : Sarah, Scott Count Date: Day: Tuesday Traffic Control : Signalized 07/11/06 Weather: Sunny South Aeeroach (NB) I North Approach (SB) I West Approach (EB) I East Approach (WB) I 15 min Total End of 15 min. prd. Left U-Trn Thru Ri ht Peds Left U-Trn Thru Ri ht Peds Left U-Trri Thru Ri ht Peds Left U-Trn Thru Ri ht Peds Vehicles Peds 6:15 AM 1 0 3 8 l 11 0 7 0 1 2 0 25 5 0 44 0 11 30 1 147 3 6:30AM 0 0 4 4 0 21 0 11 1 0 0 0 27 3 0 27 0 34 42 0 174 0 6:45 AM 0 0 1 13 0 27 0 12 4 0 6 0 50 4 1 39 0 43 29 0 228 1 7:00AM 5 0 8 13 0 17 0 13 3 0 0 0 40 11 1 50 0 54 41 0 255 1 7:15 AM 4 0 6 15 0 18 1 10 4 0 9 0 50 14 0 55 0 54 48 0 288 0 7:30 AM 4 0 12 33 0 29 0 16 3 0 5 0 57 10 0 83 0 57 46 0 355 0 7:45 AM 2 0 10 34 0 30 2 17 8 2 9 0 72 8 2 59 1 59 73 0 384 4 8:00AM * 6 0 4 25 0 30 0 17 6 0 13 0 67 16 0 94 0 65 70 0 413 0 8:15 AM * 7 0 14 30 1 36 1 14 5 ·o 13 0 73 15 0 81 1 76 82 0 448 1 .8:30AM * 1 0 14 28 0 40 0 15 5 0 IO 0 68 10 0 66 0 55 60 0 372 0 8:45 AM * 7 0 19 29 0 47 1 21 5 0 15 0 67 7 0 64 0 . 68 57 0 407 0 9:00 AM 4 0 15 29 l 32 1 19 6 0 12 0 72 9 4 54 0 48 64 0 365 5 Max. 15 min. 7 0 19 34 1 47 2 21 8 2 15 0 73 ]6 4 448 5 Pk. Hr. Vol. vl 640.,.• .. • ", 1 "'· i;J I 7:45 AM Peak . '"=•··· ,,..,..··· 8:45 AM Hour Intersection Pdstrns in Pk. Hr. ~ 3:45PM 10 0 9 48 3 38 0 13 7 l 9 0 85 14 1 54 I 94 54 0 436 5 z., 4:00 PM 8 0 15 45 0 44 0 20 13 0 7 0 71 11 1 60 l 93 50 0 438 1 ~ 4:15 PM 14 0 21 54 0 50 0 22 14 0 6 0 79 8 0 43 0 87 58 0 456 0 4:30 PM 12 0 16 53 1 41 0 25 7 1 13 0 73 6 0 56 0 89 54 0 445 2 \} 4:45PM 21 0 22 83 0 62 0 21 12 1 6 0 80 9 0 48 0 101 55 0 520 1 ~ 5:00 PM 15 0 22 97 0 64 0 25 19 0 14 0 ' 60 11 0 48 0 71 66 0 512 0 I 5:15 PM * 24 0 31 114 1 103 1 27 12 0 14 0 74 7 0 57 1 lll 87 0 663 1 jJ 5:30 PM * 14 0 34 80 1 86 0 12 17 0 11 0 66 4 0 50 0 123 83 0 580 I 5:45 PM * 16 0 25 89 1 74 0 15 12 0 10 0 74 5 2 73 0 119 88 0 600 3 ("". 6:00 PM * 4 0 15 86 0 83 0 15 9 0 7 0 74 8 0 47 0 115 75 0 538 0 0 6:15PM 13 0 23 55 0 55 0 13 17 0 13 0 53 3 0 37 0 79 63 l 424 I C -z_ 6:30 PM 10 0 25 58 0 69 0 13 10 1 8 0 64 3 0 24 l 98 78 0 461 l --1 lj) i Max. 15 min. 24 .. 0 ., , .34,"'.,"JJ4.,,.,3,,: ,JOJ.,, .. 1 · 27 19 l 14 0 : 85 14 2 I 73 l 123 88 1 I 663 5 Pk. Hr. Vol. '•>ss\":'·'•o'''.:t16t~:·13i.i9'.2'.:'f\': ··'346':"··~•t1,Yf':69'~/·s,r:\/'.·o::: ::4t ·.•\ .o·::;:''..288'./t24•;;.,::2:· ,221 ,, ·•· _1._/·•·;46s;_?3J:r;r:10/ ·0·23_s1.',,;.·,,_•5., 5:00 PM Peak Intersection Traffic in Pk. Hr. = 2381 Peak Hr. Factor 0.90 , 6:00 PM ·Hour Intersection Pdstrns in Pk. Hr. RICK ENGINEERING TURNING MOVEMENT ANALYSIS Page I of3 City: Carlsbad Intersection of: N/S Street: I-5 Southbound Ramps File : 2006 Int #55 E/W Street : Palomar Airport Road Data Collected by : Jasen, Matt Count Date: Day: Tuesday Traffic Control : Signalized 07/11/06 Weather: Sunny B) I North Approach (SB) I West Approach (EB) I East Approach (WB) I 15 min Total End of 15 min. prd. ~ft U-Trn Thru Right Peds I Left U-Trn Thro Right Peds I Left U-Tm Thru Right Peds I Left U-Trn Thru Right Peds !Vehicles Peds I 6:15 AM 0 0 0 0 0 90 0 0 24 0 0 0 26 13 0 0 0 65 92 0 310 0 6:30AM 0 0 0 0 0 116 0 0 35 0 0 0 40 20 0 0 0 64 124 0 399 0 6:45 AM 0 0 0 0 0 138 0 0 34 0 0 0 74 · 22 2 0 0 93 81 0 442 2 7:00 AM 0 0 0 0 0 170 0 0 65 0 0 0 61 13 2 0 0 78 62 0 449 2 7:15 AM 0 0 0 0 0 131 0 0 66 0 0 0 68 19 0 0 0 100 88 0 472 0 7:30 AM q 0 0 0 0 184 0 0 58 0 0 0 110 12 0 0 0 147 68 0 579 0 7:45 AM 0 0 0 0 0 208 0 0 76 0 0 0 110 19 2 0 0 124 78 2 615 4 8:00AM * Q 0 0 0 0 293 0 0 100 0 0 0 131 20 0 0 0 123 62 0 729 0 8:15 AM * 0 0 0 0 0 208 0 0 92 0 0 0 ' 129 21 1 0 0 151 79 ,o 680 1 8:30AM * Q 0 0 0 0 213 0 0 62 0 0 0 115 30 0 0 0 122 88 0 630 0 8:45 AM ·* q 0 0 0 0 192 0 0 43 0 0 0 115 25 1 0 .o 159 82 0 616 I 9:00AM 0 0 0 0 0 211 0 0 61 0 0 0 121 20 0 0 0 109 95 0 617 0 Max. 15min. 0 0 0 0 0 293 0 0 100 0 729 4 Pk. Hr. Vol. ·/966/t\'JS:\//:o.''.''.:297/":?::;oY'': 2655 2 7:45 AM Peak .. lnteisectionTiaffic iri. Pk Hr .. = 2655 ·• '''PeakHr>Factof'" ··- 8:45AM Hour Intersection Pdstrns in Pk. Hr. = 2 ' 3:45 PM 0 0 0 0 0 133 0 0 44 0 0 0 140 32 1 0 0 169 243 0 761 l 4:00 PM 0 0 0 0 0 124 0 0 48 0 0 0 140 35 l 0 0 155 241 0 743 1 4:15 PM 0 0 0 0 0 135 0 0 40 0 0 0 137 41 0 0 0 140 240 2 733 2 4:30 PM 0 0 0 0 0 115 0 0 43 0 0 0 138 37 0 0 0 185 255 I 773 1 4:45 PM 0 0 0 0 0 144 0 0 43 0 0 0 181 48 1 0 0 168 251 0 835 1 5:00 PM 0 0 0 0 0 147 0 0 35 0 0 0 156 66 3 0 0 170 287 1 861 4 5:15 PM * 0 0 0 0 0 114 0 0 36 0 0 0 199 67 2 0 0 222 257 . 0 895 2 5:30 PM * 0 0 0 0 0 164 0 0 37 0 0 0 172 63 0 0 0 238 271 1 945 1 5:45 PM * 0 0 0 0 0 159 0 0 44 0 0 0 190 64 0 0 0 246 265 2 968 2 6:00 PM * 0 0 0 0 0 126 0 0 44 0 0 0 200 56 0 0 0 216 261 0 903 0 6:15PM 0 0 0 0 0 141 0 0 26 0 0 0 140 47 0 0 0 164 239 1 757 1 6:30 PM 0 0 0 0 0 120 0 0 22 0 0 0 146 43 0 0 0 175 231 0 737 0 Max. 15 min. 0 0 0 0 0 0 0 200 67 3 0 0 246 287 2 968 4 Pk. Hr. Vol. :·::·o,,,,.,vo:·s::11922•' .. •1054 :• ,:3 .. ·-~, 3711 5 5:00 PM Peak ··• ·-.:...::. · ,,,., r1· · · • ~-n,...,..1_ TT-. 'f:' __ ,..::.i"_._ ,,,., .. a-..... ,, 6:00 PM Hour Intersection Pdstrns in Pk. Hr. RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: I-5 Northbound Ramps E/'f Street : Palomar Airport Road Count Date: 07/11/06 Day : Tuesday Weather: Sunny South Approach (NB North Approach (SB File : 2006 Int #56 Data Collected by : Albert, Joe I Traffic Co~trol : Signalized West A East A Page 1 of3 B 15 min Total End of 15 min. prd. Left U-Tm Thru Right Peds \ Left U-Trn Thru Right Peds \ Left U-Tm Thru Right Peds \ Left U-Trn Thru Right Peds \Vehicles Peds 6:15 AM 6:30AM 6:45 AM 7:00AM 7:15 AM 7:30AM 7:45 AM * 8:00AM * 8:15 AM * 8:30 AM * 8:45 AM 9:00AM Max. 15 min. Pk. Hr: Vol. 7:30 AM Peak 8:30 AM Hour 3:45 Pr-.J: 4:00PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM * 5:15 PM * 5:30 PM * 5:45 PM * 6:00PM 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 4:45 PM Peak 5:45 PM Hour 10 21 21 19 27 27 50 44 61 50 56 45 0 0 0 0 0 0 0 0 0 0 0 0 6 154 0 0 207 0 0 223 0 0 296 0 l 248 0 0 304 0 0 334 0 0 396 0 0 315 0 0 349 0 0 345 0 0 327 0 {:10\}J;ft"i/}i/i,;/f•iJ;Nf i (ilit ft~;{: 26 26 24 27 24 30 28 26 2~ 40 19 24 Intersection Traffic in Pk. Hr. Intersection Pdstrns in Pk. Hr. 0 0 0 0 0 0 0 0 0 0 0 0 0 185 0 0 181 0 0 165 0 0 179 0 0 147 0 0 172 0 0 144 0 0 148 . 0 0 166 . 0 0 149 0 0 139 0 0 137 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 6 o 0 0 0 0 0 0 0 0 4134 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hr. Factor 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 8 IO 7 13 24 20 30 15 17 18 15 0 99 0 0 139 0 0 207 0 0 219 0 0 184 0 l 237 0 0 312 0 0 372 0 0 366 0 1 305 0 0 278 0 1 i 317 0 39 0 236 0 36 0 228 0 32 0 249 0 41 . 0 228 0 55 0 273 0 52 0 254 0 80 0 260 0 47 0 283 0 54 0 288 0 56 0 263 0 56 0 ! 228 0 34 0 , 225 0 0 0 3 1 2 0 I 2 0 3 0 l 1 1 0 0 1 3 2 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 156 69 0 0 173 65 1 0 132 73 0 0 149 82 l 0 149 95 0 0 182 114 1 0 161 120 2 0 141 113 0 0 159 130 0 0 167 106 0 0 181 103 0 0 168 135 0 0 373 238 1 0 387 236 1 0 368 235 0 0 404 221 2 0 394 267 1 0 461 246 2 0 445 288 1 0 504 267 I 0 503 243 0 0 455 183 0 0 366 198 1 0 384 177 501 613 666 772 717 889 997 1096 1046 995 981 1008 1096 4134 1097 1094 1073 1100 1160 1215 1245 1275 1277 1146 1006 981 ,'' 1t~•'''''.;"~'' .,,,.~••;'.'i-J~6-·'•~··••··~t,k;~-,--:·:·;'''~ •·;'!~·~ ,:,,•<~ :'•'•:,, -~•fJ ··2~0 3••;~•t':~·-,,.-~:1 2 0 8ls'';' ,,~ ,,. ' >--.~··;I·.~··•.···• ... ·.•.····~·. •·· .. ·.·,1 5 9°1~, i' 1 2 0 8 4~-,,,.,,~_,,I ~~~i Intersection Traffic in Pk. Hr. = 5012 Peak Hr. Factor 0.98 · · · ··· · · · . Intersection Pdstms in Pk. Hr. = 11 0 1 3 2 2 I 3 2 0 3 0 l 3 8 2 2 o. 2 2 5 3 2 I 0 1 1 5 11 RICK ENGINEERING TURNING MOVEMENT ANALYSIS Page 1 of3 City : Carlsbad Intersection of: N/S Street : Paseo Del Norte File: 2006 Int #21 Count Date: 07/11/06 End of 15 min. prd. 6:15 AM 6:30AM 6:45 AM 7:00AM 7:15 AM 7:30AM 7:45 AM 8:00 AM * 8:15AM * 8:30AM * 8:45 AM * 9:00AM Max. 15 min. Pk Hr. Vol. 7:45 AM 8:45 AM 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM Peak Hour 5:00 PM * 5·.15 PM * 5:30 PM * 5:45 PM * 6:00 PM 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 4:45 PM 5:45PM Peak Hour E/W Street: Palomar Airport Road Data Collected by : Art, Carlos, Raul Day : Tuesday Traffic Control : Signalized Weather: Sunny South Approach (NB) J North Approach (SB) J West Approach (EB) J East Approach (WB) J 15 min Total Lefi U-Trn Thru Right Peds I Left U-Trn Thru Right Peds I Left U-Trn Thru Right Peds \ Left U-Trn Thru Right Peds !,Vehicles Peds 21 33 39 41 53 45 65 60 52 41 49 62 0 5 8 0 8 8 0 11 20 0 16 17 0 21 11 0 21 30 0 · 19 35 0 35 56 0 33 30 0 29 26 0 36 31 0 28 37 0 0 0 3 1 1 2 8 1 2 0 1 6 9 12 15 23 27 36 44 35 41 46 45 0 0 0 0 0 0 0 0 0 0 0 0 5 13 2 15 1 8 3 11 9 16 13 18 10 30 16 27 15 30 9 22 21 28 23 32 0 0 0 0 0 1 2 4 1 3 0 0 18 1 226 9 22 2 298 27 30 1 396 14 58 2 451 16 45 0 363 23 47 3 462 24 72 1 579 19 92 2 650 36 64 3 565 42 58 2 548 34 101 6 438 41 86 0 506 47 0 0 3 3 3 l 1 3 5 1 1 1 2 3 4 7 11 10 13 10 18 23 16 22 1 181 . 12 5 187 20 2 166 16 6 165 40 3 179 48 4 211 41 2 . 174 35 1 163 36 4 226 50 3 182 49 5 206 69 7 197 53 0 1 0 1 1 0 1 0 0 0 0 0 508 0 639 1 720 3 848 7 805 5 956 3 1090 6 1228 15 1167 7 1067 6 1093 1 1145 2 i~N2f!''.\·,)/~:.: 8-g~,!•'.·';,,1l:r,,i~;t}ro,::\,,;,~6 6;':iiW\'-~+•;s.1!i~;,fcr••:;~.);,g~,:f;\J.~~.~',,'>:3~L:2 6io0 1-, .:13, .,:,;,1 5 o;c\; :~~;•:,, >z3,;:;,.,;;~ _,,;g4~-. ···.·~. I !;;~ ~~ 44 52 67 68 69 67 92 74 79 61 77 62 •. · Intersectioi1 Traffic in: Pk'. ·Hr.·' Intersection Pdstrns in Pk. Hr. 0 0 0 0 0 0 0 0 0 0 0 0 19 31 32 36 36 44 46 36 34 44 46 40 69 46 41 37 55 36 38 52 42 38 18 45 1 0 4 1 3 0 0 2 0 0 1 1 55 54 70 56 72 72 53 68 72 52 46 29 4555 '·' •·--·-··-Peak'·Hr;·•Fact6r"· .. -..:,.,o·:93'•'0··•· 29 0 0 0 0 0 0 0 0 0 0 0 0 42 74 1 33 88 2 41 81 1 32 65 . 1 35 72 3 41 69 0 33 82 0 39 78 1 42 68 0 36 73 0 31 84 0 31 53 0 91 6 309 41 85 5 275 48 81 4 285 52 90 2 280 47 101 6 · 285 48 97 5 289 36 78 5 270 55 96 3 305 53 106 2 341 56 73 0 291 45 78 3 253 34 68 6 249 40 0 3 0 0 1 1 1 2 2 0 2 0 31 7 427 58 45 10 440 59 43 12 435 56 32 . 9 486 64 37 7 494 64 43 3 494 64 42 6 634 71 48 7 573 91 62 9 559 86 47 10 413 79 37 7 422 58 37 11 392 48 0 0 0 1 0 0 0 0 0 1 1 0 1235 1262 1307 1313 1368 1366 1536 1513 1573 1270 1210 1089 92 0 69 52 4 72 0 42 88 3 106 6 341 56 3 62 12 634 91 1 1573 .:31:i··c: 0 ::':. :2{( \::,1s9<•···;2__ cc '265'.L ~'o'_.L'\5~{:.'297 ''.•'')·ex·· '\iTf,;"'f 5 ;''7i2o{ioc) . '6'.:'_ '\95;·•,, -2,5/\2260<'..d.12/'/ •0/ 5988 -· ,..,~ • , .. ~-··------·· ---·rntefsection·1tart1c m l'k. Jif. ··5933 9 Peak Hr. Factor Intersection Pdstrns in Pk. Hr. 0.95 I 2 5 5 3 7 1 1 5 2 1 4 1 7 9 RICK ENGINEERING TURNING MOVEMENT ANALYSIS Page 1 of3 City : Carlsbad Intersection of: N/S Street : Annada Drive/Costco Entrance E/Vf Street : Palomar Airport Road File : 2006 Int #22 Data Collected by : Raul, Eduardo (Alvf), Tyrone (PM) Count Date: 07/27/06 End of 15 min. prd. 6:15 AM 6:30AM 6:45 AM 7:00AM 7:15 AM 7:30 AM 7:45 AM * 8:00 AM * 8:15AM * 8:30 AM * 8:45 AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:30 AM Peak 8:30 AM Hour 3:45 PM 4:00PM 4:15 PM 4:30PM 4:45 PM 5:00 PM * 5:15 PM * 5:30 PM * 5:45 PM * 6:00 PM 6:15PM 6:30 PM Max. 15 min. Pk. Hr. Vol. Day : Thursday Traffic Control : Signalized Weather: Sunny South Approach (NB North Approach (SB West Approach (EB East Approach (WB) 15 min Total Left U-Tm Thru Right Peds I Left U-Trn Thru Right Peds I Left U-Trri, Thru Right Peds \ Left U-Trn Thru Right Peds \Vehicles Peds 10 13 10 20 q. 17 11 13 12 9 7 9 48 68 75 58 71 67 91 8~ 87 54 76 62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 4 2 · 3 3 6 2 7 1 9 2 12 1 14 3 7 5 12 3 9 4 16 5 . 13 13 21 23 63 13 49 10 69 10 57 21 67 19 54 28 53 23 84 31 62 11 62 15 56 0 1 0 0 0 0 0 1 0 0 0 0 2 2 3 6 7 11 10 19 19 9 4 9 0 36 0 39 0 34 0 33 0 48 0 45 0 74 0 41 0 37 0 36 0 29 0 20 0 0 0 1 0 0 1 1 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 4 1 1 2 3 2 3 1 4 1 2 7 3 5 3 11 7 4 12 12 7 9 8 19 13 37 9 42 17 51 7 36 9 43 6 57 15 64 20 57 12 56 10 32 4 33 16 37 0 0 0 0 0 0 2 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 1 0 13 9 18 25 31 18 42 57 51 28 27 47 2 213 12 1 265 20 3 315 12 1 371 24 1 323 17 3 . 427 24 1 529 28 2 582 20 3 455 36 2 484 37 2 453 37 4 435 31 0 4 0 10 1 3 0 13 0 12 2 14 1 10 3 6 0 11 0 · 11 0 10 0 13 0 0 0 0 0 0 0 0 0 0 0 1 185 11 188 11 169 27 186 35 202 22 253 23 194 48 185 41 270 53 233 41 272 25 241 24 0 1 0 0 0 0 0 0 0 2 0 0 466 530 573 704 647 805 904 949 938 876 867 858 0 2 1 0 0 2 3 4 0 3 0 0 57 4 . 582 37 3 I 14 1 272 53 2 I 949 4 '"178",. /'8'\ t?2osd2(if:ili?;ffJ4jJ: :,t,3s ;;. i:,o;_., 'J088~:,:;.::lll_3:•;:,": 2 , ,,3667 10 ····o:97···· 18 11 179 34 20 25 172 28 15 14 193 37 24 11 163 31 20 14 188 43 19 13 163 30 22 9 204 39 21 13 194 36 27 18 ; · 168 28 22 12 143 43 25 12 162 33 17 16 205 28 1 2 2 0 1 0 1 0 1 1 1 0 79 30 42 52 66 82 52 75 50 70 36 64 0 421 23 0 933 1 0 384 17 1 920 3 0 377 27 0 944 2 0 464 34 0 992 0 3 452 22 0 1046 1 4 470 18 1 1063 1 1 587 16 0 1247 2 1 542 21 0 1188 0 0 553 23 0 1166 1 1 450 18 0 985 1 1 400 11 2 895 4 0 356 9 0 903 0 91 o 31 84 o I 74 2 20 64 1 I 27 25 . 205 43 2 I 82 4 587 34 2 I 1247 r,,··•·33·L, .,.•·•··•· Q.~··;~·.:91~.'.-'253;'.·:,:2:0·~:: •::•t 9-f '•:·::£~3~: gr:23,f~:.f .;·1y;::; :.:·•s9i?\'''53;;''?:129<7:133;,:, >2 t', :,•259:,•·•z>EV:' :_•·2·f'5i:"',·::'1s·:_ct?:·1 ,;,,:• ?' 4664 4 4 4:45 PM 5:45 PM Peak '·'"·~ ,,,. Intersection Traffic in Pk: Hr. Hour Intersection Pdstrns in Pk. Hr. 4664 4 Peak Hr. Factor 0.94 I RICK ENGINEERING TURNING MOVEMENT ANALYSIS Pagelof3 City : Carlsbad Intersection of: N/S Street : Hidden Valley Road E/W Street : Palomar Airport Road File : 2006 Int #23 Data Collected by : Sarah (AM), Nick (PM), Scott Count Date: 07/27106 End of 15 min. prd. 6:15 AM 6:30 AM 6:45 AM 7:00AM 7:15 AM 7:30AM 7:45 AM * 8:00AM * 8:15 AM * 8:30 AM * 8:45 AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:30 AM Peak 8:30 AM Hour 3:45 PM 4:00PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM * * * * Max. 15 min. Pk. Hr. Vol. 5:00 PM Peak 6:00 PM Hour Day : Thursday Traffic Control : Signalized Weather: Sunny __ __--PP-______ (NB) [ North Approach (SB) [ West Approach (EB) [ East Approach (WB) [ 15 min Total Left U-Trn Thru Right Peds I Left U-Trn Tiuu Right Peds I Left U-Trn Thru Right Peds I Left U-Trn Thru Right Peds !Vehicles Peds 5 6 2 8 7 18 13 17 19 22 16 24 12 17 14 is \8 33 38 24 24 24 14 23 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 0 0 1 1 4 0 3 1 4 3 4 4 4 11 15 12 18 15 12 13 0 0 0 0 0 0 0 0 0 0 0 0 Intersection Pdstrns in Pk. Hr. 0 0 0 0 0 0 0 0 0 0 0 0 l l 0 0 l 0 2 0 0 2 0 0 6 5 7 6 7 8 14 10 7 9 7 8 l 0 5 0 0 1 0 0 0 0 0 0 38 0 2 14 5 W2,ti[';•;;;s;J] o;\/'Af 4'(Jf?/'4b}:'7{:gJ'i:,o{f. 2 1 0 4 0 0 0 0 .5 1 0 4 7 1 10 12 10 9 11 5 5 16 19 0 Intersection Traffic-in Pk. Hr. Intersection Pdstrns in Pk. Hr. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 4 1 2 0 0 0 0 0 0 0 0 0 8 0 0 1 0 4 3 3 1 9 2 0 2 1 1 3 2 0 1 0 2 2 1 5 5 3 17 8 10 5 11 18 3 79 0 9 1 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 0 l 0 1 l 0 2 6 15 14 14 16 24 16 17 16 11 18 0 164 10 0 1 240 15 0 0 · 282 4 0 0 321 4 0 0 330 10 0 0 406 11 2 0 , 512 14 0 0 531 20 0 0 . 457 37 0 0 . 449 33 0 1 448 30 0 0 . 417 24 0 0 7 3 6 6 8 11 10 24 23 17 23 0 156 4 0 178 6 0 233 5 0 195 4 1 249 6 0 225 8 0 250 10 0 288 9 0 273 11 0 228 10 0 229 10 0 258 17 0 0 0 0 0 0 0 0 0 0 0 0 354 465 552 564 629 703 851 904 867 799 778 804 24 1 531 37 2 I 24 1 288 17 o I 904 ,r,,73'.f't:.fO))''i:1949?;:1:to{{'\>'o'.,'-ci 68 U/.,;;.°o'-i/: 1039•;y;40,·,,, ,o;; 3421 38 10 4 10 11 9 19 18 31 24 10 8 0.95 1 174 0 , 219 1 230 0 , 212 0 176 0 168 1 276 1 333 3 217 0 206 1 180 0 197 11 16 10 33 27 10 12 19 15 21 24 14 0 1 0 0 0 0 1 0 0 0 0 0 10 10 13 9 10 13 27 19 9 13 21 14 1 1 1 0 0 0 1 0 0 1 0 1 440 437 455 404 504 443 637 567 427 469 378 433 3 5 2 2 1 3 4 4 3 5 2 5 0 0 0 0 0 0 0 0 0 0 0 0 717 725 765 712 775 705 1056 1021 746 878 658 712 _ _ _ _ 38 3 333 33 1 I 27 1 637 5 o I 1056 '''1P'<:•::···1;;;·t•;,·1·1·i.':-·--,,•,··'.-1,.:92·T:;(;;3:z·:r1Q32·~:::.''6iJ,::,:·,'~l:'..\ .:>t>s(tY11:r;~:2roo;,;;,16,\,::·,,::;oJ:. /3101 Peak Hr. Factor 0.88; 1 0 0 0 0 2 0 0 0 0 0 0 2 0 3 1 5 0 0 3 1 1 0 1 1 0 5 3 RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad . Intersection of: N/S Street : College Boulevard/ Aviara Parkway E/W Street : Palomar Airport Road Count Date: 07/27/06 Day : Tirnrsday Weather: Sunny File : 2006 Int #24 Data Collected by : Carlos, Art Traffic Control : Signalized Page 1 of3 B North A roach SB West A roach EB East A 15 min Total End ofl5 min. prd. 6:15 AM 6:30AM 6:45 AM 7:00AM 7:15 AM 7:30 AM 7:45 AM * 8:00 AM * 8:15 AM * 8:30AM * 8:45 AM 9:00AM Max. 15min. Pk Hr. Vol. 7:30 AM Peak 8:30 AM Hour 3:45 PM 4:00 PM 4:15 PM 4:30PM 4:45 PM * 5:00 PM * 5:15 PM * 5:30 PM * 5:45 PM 6:00 PM 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 4:30 PM Peak 5:30 PM Hour Left U-Trn Thru Ri ht Peds Left U-Trn Thru Right Peds Left U-Trn Thru Ri ht Peds Left U-Trn Thru Ri ht Peds Vehicles Peds 6 0 11 4 0 3 0 2 4 0 49 0 121 4 0 2 0 162 1 1 369 4 0 6 12 0 5 0 10 8 0 52 0 162 2 0 2 0 146 0 0 409 12 0 19 14 1 8 0 9 12 0 71 0 222 I 0 28 0 193 3 2 592 20 0 44 21 I 11 I 10 12 0 87 0 258 5 0 15 0 154 2 0 640 22 0 so 26 0 11 0 17 14 0 86 0 I 239 5 0 10 0 216 2 1 698 21 0 35 22 1 13 0 38 24 0 105 0 249 5 0 12 0 184 4 0 712 34 0 107 47 0 16 0 22 21 0 135 0 378 10 0 10 0 172 6 1 958 43 1 163 67 1 21 0 19 16 0 105 0 346 14 0 6 0 185 5 0 991 24 0 122 48 0 19 0 17 31 0 137 1 296 16 0 10 0 230 9 0 960 30 0 90 53 0 14 0 24 61 0 114 2 318 11 0 6 0 166 5 0 894 19 0 108 46 0 11 0 31 29 0 100 0 266 17 0 8 0 173 7 0 815 41 0 78 40 0 19 0 18 38 0 118 0 320 19 0 15 0 192 4 0 902 43 1 163 67 1 21 1 38 61 0 137 2 378 19 0 28 0 230 9 2 991 ,13ii\\'.i','i?F /}0,482•'F"215Y-· 4<· 0'.491':!'\"ii3 2;, il338/? .51'/, :'.'. O'.A 32/<)\W?:',i>\753\;,t:2s:0r<':i:tw' 3803 lnterse'ction-Traffkin•Pk. Hr.··-· = 3803 Peak Hri·Factor 0:96, Intersection Pdstrns in Pk. Hr. 2 32 0 24 16 0 17 I 46 71 0 37 0 199 56 0 63 0 306 16 0 884 38 0 17 15 0 5 0 42 73 2 29 0 193 57 0 37 0 314 15 0 835 27 0 11 9 0 8 0 49 94 0 34 0 246 58 0 34 0 322 27 0 919 32 0 23 12 0 7 0 56 68 1 33 0 222 60 0 34 0 322 20 0 889 42 0 23 8 1 14 0 69 84 0 45 1 175 54 0 56 0 370 32 0 973 33 0 22 1 0 12 1 88 76 0 52 0 194 60 0 45 1 367 27 0 979 39 0 28 10 0 17 0 118 175 0 31 0 216 73 0 78 1 464 36 1 1286 23 0 29 5 1 23 0 123 176 0 26 1 · 205 83 0 62 0 377 13 0 1146 3';] 0 18 12 0 11 0 114 102 0 26 0 202 81 0 48 0 296 16 0 963 35 0 24 22 0 9 0 72 110 0 40 2 177 71 0 48 0 335 17 0 962 34 0 23 6 0 11 0 59 85 0 41 0 164 55 0 38 0 286 13 1 815 36 0 22 8 0 13 0 49 94 0 23 0 178 53 0 26 0 273 8 0 783 ·, 42 0 29 22 1 1 23 1 123 176 2 I 52 2 246 83 0 I 78 1 464 36 1 11286 _ J3:z,:·/~QZ';J102 ,(.24>·.;1Q../. ,'66·:: ". ·.'.t: :·59f(}3ii'i:;:'.·0·12_r:ts4:,._;2·~.:-djo•.>'.210.;_,>·:o::•·_· ·:•24t·,:: ·2:-_:-•~T57&Ynos· .. •1-~1 .. · , 4384 · IntersectionTtaffic in:Pk:Tlr. 4384 Peak Hr. Factor 0.85 Intersection Pdstrns in Pk. Hr. 3 1 0 3 1 1 1 1 1 0 0 0 0 3 2 0 2 0 1 1 0 1 1 0 0 1 0 2 3 RICK ENGINEERING TURNING MOVEMENT ANALYSIS Page 1 of3 City : Carlsbad i Intersection of: N/S Street: Camino Vida Roble E/W Street : Palomar Airport Road File : 2006 Int #25 Data Collected by: Raul, Jasen Count Date: 07/12/06 End of 15 min. prd. 6:15 AM 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30AM 7:45 AM * 8:00 AM * 8:15 AM * 8:30 AM * 8:45 AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:30 AM Peak 8:30 AM Hour 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM * 5:15 PM * 5:30 PM * 5:45 PM * 6:00 PM 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 4:45 PM Peak 5:45 PM Hour Day: Wednesday Traffic Control : Signalized Weather: Sunny North Approach (SB West Approach (EB B 15 min Total Left U-Tm Thru Right Peds \ Left U-Trn Thru Right Peds \ Left U-Tm Thru Right Peds \ Left U-Trn Thru Right Peds !Vehicles Peds 16 12 8 21 22 38 32 35 27 33 32 42 0 0 0 0 0 0 0 0 0 0 0 0 3 11 3 8 5 10 8 8 12 11 15 10 10 13 51 11 24 6 18 9 14 12 23 14 2 l 1 0 0 0 0 0 0 0 0 0 1 2 2 4 8 5 3 8 10 10 14 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 2 1 3 3 6 7 3 8 6 1 12 6 10 7 12 7 9 5 10 10 23 0 3 0 0 0 0 0 0 0 0 0 0 9 5 5 14 12 22 27 19 24 28 28 33 0 101 27 1 0 . 137 32 0 0 182 29 0 0 234 62 1 0 . 158 55 0 0 ' 210 50 0 0 270 59 0 0 . 256 103 0 1 · 253 97 1 0 217 85 0 0 219 55 0 0 221 71 0 270 103 42 0 51 14 2 \ 17 0 10 23 3 I 33 /;T2ii,ff";\o_;S'/\i,103;,f 'i-39''.(/ 0£] ''3kt"/ '.!.0,?\f:\<21·t{<,y4J),Y'i"'0i'c ·Y,98''' f'.J'i;;l:)i/it996'-"f\34'4'1 Intersection Traffic in'Pk:'lli;·' ·'··'=' 3394''' _,,,,;:,,:cpeakHr:·Factor .. ,,.,,,. Intersection Pdstrns in Pk. Hr. = 4 80 O 6 13 74 0 3 22 80 0 2 27 49 0 10 25 80 0 6 30 86 0 1 .37 123 0 4 50 79 0 3 27 93 0 7 33 67 0 3 18 6,6 0 6 24 5.6 o 1 16 0 29 0 24 0 25 1 29 0 42 0 17 0 43 0 24 0 22 0 31 0 15 0 14 0 0 0 0 0 0 0 0 0 0 0 0 14 36 13 43 17 68 16 33 42 71 14 44 21 64 16 55 15 36 18 30 22 32 10 21 0 0 0 0 0 0 0 0 l 0 0 0 5 8 15 5 8 4 5 8 11 5 8 8 0 194 44 0 195 59 0 214 52 0 217 26 0 217 41 0 255 27 0 , 263 56 2 237 45 0 247 38 1 , 250 42 0 262 52 0 198 26 0 0 0 0 0 0 0 0 0 0 1 0 32 19 29 56 61 43 45 57 80 40 65 47 6 156 18 7 154 39 7 227 32 0 208 51 2 261 81 2 206 76 2 279 94 4 264 81 4 302 67 7 202 63 3 249 61 2 261 74 0 0 0 0 1 0 3 0 0 0 0 0 380 423 540 675 693 691 847 905 914 728 767 838 3 4 1 l 1 0 3 0 1 0 0 0 fI12it,·,_·.ZriJ\(0°i1;',)io\;};;;}iYI i3~~ 4 4 48 36 28 23 25 42 14 33 13 13 14 12 3 261 18 1 236 13 2 265 14 1 244 6 0 227 13 0 253 8 1 288 7 0 308 7 0 313 11 0 278 5 1 254 4 0 226 7 0 0 0 0 0 0 0 0 0 0 0 0 751 0 727 0 809 0 684 1 802 0 788 0 939 0 844 0 839 1 761 0 760 l 595 0 ,-;~~~·.:··:,_•~---:,,::·t~::;~~}$,.~:zt·:k:'·lc'.WG°:'~""\~'.'.}':~-l~--~:~•'•·N9':>~>::k:·hd~?.S.·\}Z':}~6tx·_"[?i6'':''~,:~-;,\_;.'@8 2~',_~~---1 31~~;-J~--•'·':';:·~-,.,·:I, i'1?o Intersection Traffic in Pk. Hr. Intersection Pdstrns in Pk. Hr. 3410 1 Peak Hr. Factor 0.91 RICK ENGINEERING TURNING MOVEMENT ANALYSIS Page 1 of3 City : Carlsbad Intersection of: N/S Street : El Camino Real File : 2006-Int #09 Count Date: 07/13/06 End of 15 min. prd. 6:15 AM 6:30AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM * 7:45 AM * 8:00 AM * 8:15 AM * 8:30AM 8:45 AM 9:00AM Max. 15 min. Pk. Hr. Vol. 7:15AM Peak 8:15 AM Hour 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM * 5:15 PM * 5:30 PM * 5:45 PM * 6:00 PM 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 4:45 PM Peak 5:45 PM Hour E/W Street : Palomar Airport Road Data Collected by: Albert, Jasen, Joe, Raul Day : Thursday Traffic Control : Signalized Weather: Sunny South Approach (NB) I North Approach (SB) I West Approach (EB) I East Approach (WB) I 15 min Total Left U-Trn Thru Right Peds I Left U-Trn Thru Right Peds I Left U-Trn Thru Right Peds I Left U-Trn Thru Right Peds jVehicles Peds 5 11 n 18 10 13 25 45 17 15 22 20 0 0 0 0 0 0 0 1 1 0 0 0 30 .31 1 47 24 0 50 58 0 87 59 0 66 72 0 137 83 0 116 91 0 146 115 1 160 101 0 107 84 1 155 105 0 126 82 0 49 1 81 0 91 0 112 0 85 0 93 1 102 0 116 0 128 1 108 1 121 0 107 0 83 21 95 42 136 31 181 69 135 70 152 63 167 62 163 52 195 86 145 50 168 48 168 56 1 0 0 0 1 0 1 0 0 1 0 0 23 23 12 13 20 20 21 21 14 16 26 17 45 1 160 115 1 I 12s 1 195 86 1 I 26 ';ioo"t:·.•~59 ;:, ;:.390.~iLJJ·439·t.::·:2'\'"<167T.;: 263. T ,: .r< 35 30 50 28 22 24 24 28 18 38 38 24 IritersectioriTraffic ill"Pk.·Hr:· · == 6000 · · Peak Hr: Factor· Intersection Pdstrns in Pk. Hr. = 9 0 174 126 0 168 0 140 42 1 162 107 0 184 0 147 46 0 1~3 93 0 191 0 143 26 0 164 126 1 163 0 146 39 2 177 100 0 189 0 178 25 0 180 95 0 198 0 197 37 1 200 126 0 207 1 254 31 0 174 134 0 212 1 243 38 0 162 96 1 198 0 199 35 0 121 83 0 230 0 176 21 0 139 75 0 177 1 116 31 0 149 66 1 145 0 113 26 1 1 0 0 0 0 0 0 0 0 0 1 57 48 68 90 64 68 72 47 45 61 36 35 0 80 9 0 . 89 15 0 . 113 13 1 119 18 0 109 14 2 124 8 0 149 12 1 119 26 0 125 17 0 128 26 1 , 133 14 0 118 27 0 1 2 0 0 l 0 1 3 0 0 0 72 0 240 123 0 83 0 222 137 0 112 0 242 158 0 141 0 279 218 1 156 0 313 219 1 153 0 238 276 0 123 0 300 303 1 153 0 313 312 0 144 0 300 294 1 131 0 273 228 0 115 0 257 238 0 114 0 261 195 0 767 869 1027 1315 1269 1363 1471 1583 1583 1312 1403 1291 2· 149. 27 3 1156 0 313 312 1 11583 7',i'<63'6§s!Y,5t )573Ji-"Yo ts{'1-1·5•1//l'I85-\';iU(2t). 6000 1 233 23 0 . 222 30 0 303 25 1 256 26 0 275 25 2 310 32 0 301 27 2 ' 346 32 I 293 24 1 , 281 24 0 . 286 26 1 241 27 2 110 0 218 152 1 1 83 0 169 135 0 0 98 0 188 172 0 1 84 0 209 150 0 1 91 0 206 159 0 0 76 0 196 211 0 2 126 0 230 189 0 2 153 0 167 188 0 1 106 0 218 165 0 1 82 0 235 146 0 1 89 0 201 100 0 2 79 0 176 114 0 1479 1364 1490 1482 1513 1626 1789 1765 1560 1499 1315 1196 t~t ';',_·,k·:·J~-~-"t•l}h;:':;''.~';,l'/~}~:i:;;1i':~1'~~~,\:?1~~6C'. ar·•I ::i3°lt-·}·:;·:•/}1s6U'~"::;;•N5';:,,,'.,;7s-"'':l>1~{=1~~':<:~;;:~}}•,;,g•;1: ~"',By•;,I ~~ !~ '·· Intersection Traffic in Pk. Hr. Intersection Pdstrns in Pk. Hr. 6740 6 Peak Hr. Factor 0.94 2 1 2 1 2 1 2 2 4 2 0 0 4 9 4 2 0 2 1 0 2 2 2 1 1 4 4 6 RICK ENGINEERING TURNING MOVEMENT ANALYSIS Page 1 of3 City : Carlsbad Intersection of: N/S Street : El Fuerte Street File : 2006 Int #27 E!W Street: Palomar Airport Road Data Collected by : Sarah, Scott Count Date : Day : Wednesday Traffic Control: Signalized 07/12/06 Weather: Sunny B North Approach (SB) I West Aooroach (EB) I East Approach (WB) I 15 min Total -'----'-----'----'-.LC...:C:.:.....C~.c:c...L..----1 End of 15 min. prd. Left U-Trn Thru Ri ht Peds Left U-Trn Thru Ri ht Peds Left U-Trn Thru Ri ht Peds Left U-Trn Thru Ri ht Peds !Vehicles Peds 6:15 AM 8 0 2 3 O 13 0 4 4 0 23 2 97 1 0 9 4 343 16 0 529 0 6:30 AM 6 0 4 1 0 14 0 0 5 0 26 3 146 3 0 30 2 502 27 0 769 0 6:45 AM 8 0 3 4 0 10 0 2 3 0 37 1 154 6 0 30 1 484 34 0 777 0 7:00 AM 16 0 8 3 0 7 0 3 2 0 57 5 160 10 0 44 1 659 55 0 1030 0 7:15 AM 19 0 8 15 0 4 0 1 5 0 109 12 168 10 0 34 1 563 55 0 1004 0 7:30 AM * 24 0 21 10 0 16 0 2 7 0 100 22 · 221 5 0 30 1 597 44 0 1100 0 7:45 AM * 22 0 14 15 2 10 0 0 2 0 124 20 251 2 l 16 0 686 33 0 1195 3 8:00 AM * 37 0 28 15 0 13 0 1 4 0 131 25 222 6 0 12 0 694 36 0 1224 0 8:15 AM * 2.5 0 35 14 0 32 0 0 1 0 155 30 162 4 0 22 1 707 58 0 1246 0 8:30AM * 18 0 30 11 0 5 0 2 5 0 112 35 231 6 0 10 1 596 38 0 1100 0 8:45AM 15 12 20 17 0 9 0 2 4 0 71 26 182 2 0 17 0 535 45 1 957 l 9:00 AM 20 0 7 13 0 16 0 1 3 0 60 20 · 239 5 0 12 1 463 16 0 876 0 Max. 15 min. 37 12 35 17 2 32 0 4 7 0 "155 .. .35., .. , 251 _ 10 . 1 . __ 44,,;.}',; ,\,,,.',.?,707 r;,;+i,58,ci';iD<.,.\gl, 1246 3 Pk. Hr. Vol. ,:,SJO,,r,,;;97«f,:, 856,•: : 17 ·. ,,h ·:.·· :,: 80·, .. e;y'·\2·:/.•t:2684:':'iJ7h,:,:,i":-O.t•, 4765 3 7:15 AM Peak •·.,,,,,~.,,peak Hr: Factor···•:.;,c, · 0.96 8:15 AM Hour Intersection Pdstrns in Pk. Hr. = 3:45 PM 15 0 2 28 0 72 0 3 21 0 8 0 492 9 l 13 7 342 10 l 1022 2 4 :00 PM 8 0 l 16 0 31 0 2 17 0 7 0 461 8 0 40 7 287 11 0 896 0 4:15 PM 11 0 l 18 0 76 0 8 24 0 11 l 542 7 0 15 9 323 4 l 1050 l 4:30 PM 9 0 2 17 0 36 0 5 16 0 12 l 499 9 2 13 6 287 3 0 915 2 4:45 PM 8 0 0 10 0 88 0 14 17 0 5 0 495 8 0 17 7 372 8 0 1049 0 5:00 PM * 10 0 1 16 0 48 0 19 23 0 4 0 570 7 0 15 l 302 9 0 1025 0 5:15 PM * 6 0 0 14 1 109 0 37 47 1 7 2 610 10 1 24 14 365 3 l 1248 4 5:30 PM * 13 0 0 14 0 65 0 15 23 0 5 0 679 19 0 28 7 336 6 0 1210 0 5:45 PM * 6 0 1 11 0 79 0 11 16 1 8 0 601 6 1 22 5 318 5 0 1089 2 6:00PM 7 0 2 13 0 48 0 7 11 0 7 1 524 15 0 7 6 267 3 0 918 0 6: 15 PM 16 0 0 17 0 40 1 13 15 0 2 0 549 14 0 16 6 264 2 0 955 0 6:30 PM 13 0 0 9 0 33 0 l 10 0 2 1 457 15 1 11 2 240 5 1 799 2 Max. 15 min. 109 1 37 47 1 12 2 679 19 2 1248 4 Pk. Hr. Vol. :~301 ·:~·.·o ,, .. 82:~: ::T09:.:·::.·.2·.'': ~'·24·:c::·::·2,:1~'2'460''.T:4i,'''/\:\2 '; -~·,,i.e•-···,·ce•,1';,;,•;.,j }'1i'572 6 4:45 PM Peak '''-:··· "Intersection•Traffii::'inPk:'Hr:·"'"·~0=•·••4572~.,,.,.,.,: .. , ... peak'Hr:Factor · · · 0.92 5:45 PM Hour Intersection Pdstrns in Pk. Hr. = 6 Note: Eastbound backups observed in the AM due to traffic control on Palomar Airport Road east of El Camino Real. RICK ENGINEERING TURNING MOVEMENT ANALYSIS Page 1 of3 City : Carlsbad Intersection of: N/S Street : Melrose Drive File : 2006 Int #28 Count bate: 07/12/06 End of 15 mi.n. prd. 6:15 AM 6:30AM 6:45 AM 7:00AM 7:15 AM 7:30AM 7:45 AM 8:00AM 8:15 AM 8:30AM 8:45 AM 9:00AM * * * * Max. 15 min. Pk. Hr. Vol. 7:15 AM Peak 8:15 AM Hour 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM * * * * Max. 15 min. Pk. Hr. Vol. 4:45 PM Peak 5:45 PM Hour E/W Street: Palomar Airport Road Data Collected by : Art, Carlos Day: Wednesday Traffic Control : Signalized Weather: Sunny . South Approach (NB) North Annroach (SB) West Approach (EB) East Approach (WB) Left U-Trn Thru Right Feds Left U-Trn Thru Right Feds Left U-Trn Thru Right Peds Left U-Trn Thru Right Peds ' 35 0 0 4 0 0 0 0 0 0 0 0 104 21 0 17 2 346 0 0 32 0 0 19 0 0 0 0 0 0 0 0 146 34 1 74 0 553 0 0 57 0 0 27 0 0 0 0 0 0 0 0 123 30 0 83 0 555 0 0 56 0 0 29 0 0 0 0 0 0 0 0 . 138 37 1 99 0 652 0 0 77 0 0 36 0 0 0 0 0 0 0 0 170 22 0 58 0 616 0 0 91 0 1 42 0 0 0 0 0 0 0 0 233 17 0 69 1 635 0 0 8~ 0 1 69 0 0 0 0 0 0 0 0 250 27 0 69 0 646 0 0 1~3 0 0 84 0 0 0 0 0 0 0 0 221 20 0 65 0 652 0 0 91 0 0 67 1 0 0 0 0 0 0 0 · 245 24 0 66 1 694 0 0 113 0 0 49 2 0 0 0 0 0 0 0 223 22 0 77 0 602 0 0 89 0 0 69 1 0 0 0 0 0 0 0 . 209 26 0 75 0 544 0 0 93 0 0 55 0 0 0 0 0 0 0 0 246 18 0 52 1 463 0 1 . .143 0 1 84 2 0 0 0 0 0 0 0 250 37 1 99 2 694 0 1 :Sfi:M>>:or,:,~:\·/2f;;//262•:,,,, ,,:l:< -•C!O•:•·! ;c,<c,0• .,,,.,,,.,0 :r: , •O"-t.•s:;;;,-0::,./ 'fi:0' i::-: ... OJ:,.?. :949{''l'c:88•PS.\\O{:"';' '>:269• :,.y;,,,2:,;,{.i/2627:''> ;o·,:x,r:cro,s;;, 54 64 41 42 42 42 42 39 4\i 48 31 35 Intersection·Traffic,·in•.pk,::Hr/•":,e:=\:4612':''•..,:i:.'•::.:LCPeak•Hr/Factor"' Intersection Pdstrns in Pk. Hr. = 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 76 79 52 66 79 61 57 78 57 46 35 49 0 0 I 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .. 0.97, 0 0 0 0 0 0 0 0 0 0 0 0 597 478 610 527 540 575 670 715 616 510 527 441 _.,,_ .. , ._. , __ ,,. 56 33 55 60 58 73 62 95 85 74 80 69 0 0 0 0 0 0 0 0 0 0 0 I 34 56 69 61 82 79 109 96 57 70 63 46 . .. 1 0 0 1 3 1 2 0 1 I 1 0 221 225 304 279 318 299 321 332 329 246 234 225 0 0 0 0 0 0 0 0 0 0 0 0 " 0 0 0 0 0 0 0 0 0 0 0 1 15 min Total Vehicles Peds 529 858 875 1011 979 1089 1150 1185 1188 1086 1012 928 1188 4612 1039 935 1131 1036 1122 1130 1263 1355 1189 995 971 865 0 1 0 1 0 0 0 0 1 2 1 1 2 1 0 0 1 0 0 0 0 0 0 0 0 4 o o . 715 . 95 . 1 I 109 3 . . 332 . .o ..... J ··•· I 1355 53'·•.•··o·.:::.I ,;;o ': ;r.o·.~:· .. so: .:,.··• .. o· ... /·_·oc.·J;·: o.::~.];6.'_;:)ts7iD ··3·15:<'~• o<. ·• 34f:.·::· .. f .... , 12sf ~:.)o::~;, ··.·o:··; 4937 4 0 Intersection Traffic inPk:Hr. '= 493T. . PeaKHr: Factor 0.91 1 Intersection Pdstrns in Pk. Hr. = 0 Weather: Clear & Dry Counted By: J. Linden Board#: D1-1431 Loe: Carlsbad Blvd f-Island Way Carlsbad Blvd Southbound Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) -390-8427 G rou PS Printed-G . -. Island Way Carlsbad Blvd Westbound Northbound Eastbound File Name Site Code Start Date Page No 5,,:T;rne Left \ Thru :\ Right \ Peds \ App. Left \ Thru \ Right \ Peds \ App. Left \ Thru \ Right \ Peds j App. Left j Thru j Right j Peds J App. Exclu., Total Total Total Total Total 07:00 7 170 0 5 177 3 07:15 7 171 0 5 178 3 07:30 7 225 0 5 232 1 07:45 9 186; b 3 195 3 Total 30 752 0 18 782 10 08:00 6 189 0 11 195 5 08:15 7 172 0 15 179 5 08:30 9 167 ' 0 8 176 9 08:45 9 119 :, 0 9 128 1 Total 31 647 0 43 678 20 Grand Total Apprch % Total% 61 1399 · 0 4.2 95.8 · 0.0 2.8 63.8 0.0 61 1460 \ 30 58.8 66.5 1.4 Carlsbad Blvd Southbound StartTime Left J Thru j Right I ----~-----~~ Peak Hour From 07:00 to 08:45 -Peak 1 of 1 Intersection 07:30 Volume 29 772 O Percent 3.6 96.4 0.0 07:30 Volume 7 225 o Peak Factor High Int. 07:30 Volume 7 225 o Peak Factor App. Total 801 I 232 I 232 I 0.863 0 1 0 2 0 4 0 2 0 9 0 1 0 3 0 1 0 7 0 12 0 21 0.0 41.2 0.0 1.0 Left\ 14 58.3 1 08:15 5 2 4 0 50 0 5 1 62 0 5 0 97 0 5 1 70 2 19 2 279 2 6 1 72 2 8 0 108 0 10 0 81 0 8 0 114 4 32 1 375 6 51 \ 3 0.4 2.3 0.1 654 95.8 29.8 Island Way Westbound Thru \ Right I App. Total 0 10 24 0.0 41.7 0 4 5 2 2 4 2 10; 2 7 3' 4 16 26 3.8 1.2 Left\ . 2 0.5 0 08:15 0 3 8 0 0.750 0 52 0 0 65 0 0 101 0 0 73 0 0 291 0 0 75 0 0 115 0 ·O 84 0 0 118 0 0 392 0 0 6831 0 0,0 31.1 0.0 Carlsbad Blvd Northbound Thru \ Right I 347 15 95.3 4.1 97 4 108 7 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 App. Total 364 101 115 0.791 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 Left\ 0 0.0 0 6:45:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o.: I Eastbound Thru \ Right I 0 0 0.0 0.0 0 0 7 5 5 3 20 13 17 8 9 47 67 3.0 : 06197120 : 00197120 : 7/12/2006 : 1 lnclu. j Total 233 248 338 273 1092 276 302 270 254 1102 2194 97.0 App. Total DI 01 Int. I Total 240 253 343 276 1112 289 319 278 263 1149 2261 Int. Total\ 1189 338 0.879 Weather: Clear & Dry Counted By: J. Linden Board#:01-1431 _ Loe: Carlsbad Blvd & Island Way 01 -m-1 _J ~,□ YJ~ 0 iE+ Traffic Data Service Southwest 9773 Maine Avenu~ Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 Out om Total c:::illID 29 Left 4 i North ~ r Left Ri ht 2 15 L1§§] ~ Out Total um~~ ::r~ _,. -o :;j n V, iii ~" •-"QJf :::.·~ d 2i5el File Name Site Code Start Date Page No :06197120 :00197120 : 7/12/2006 :2 Weather: Clear & Dry Counted By: J. Linden Board#: D1-1431 Loe: Carlsbad Blvd & Island Way ~-------Carlsbad Blvd Southbound ------- Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 <-:irou ps n1rneo-<-:iroup 1 Island Way Carlsbad Blvd Westbound Northbound ---~~~~ Thru I Right \ Peds \ App. Left \ Thru \ Right \ Peds \ App. Lett\ Thru \ Right_\ Peds \ App. Start Time Total Total Total 16:00 16 129 , 0 12 145 1 16:15 25 151 0 3 176 2 16:30 24 169 · 0 5 193 5 16:45 11 176 0 7 187 7 Total 76 625 0 27 701 15 17:00 17 184 0 9 201 5 17:15 21 183 0 7 204 5 17:30 17 192 0 7 209 8 17:45 18 155 0 10 173 2 Total 73 714 0 33 787 20 Grand Total 149 1339 0 60 1488 \ 35 Apprch % 10.0 90.0 ! 0.0 56.5 Total% 4.7 42.6 0.0 47.4 1.1 Carlsbad Blvd Southbound Start Time lettl Thru Right I --Peak Hour From 16:00 to 17 :45 -Peak 1 of 1 Intersection 16:45 Volume 66 735 O Percent 8.2 91.8 0.0 17:30 Volume 17 192 O Peak Factor High Int. 17:30 Volume 17 192 O Peak Factor App. Total 801 I 209 I 2091 0:958 0 2 0 2 0 6 0 3 0 13 0 4 -o 3 0 4 0 3 0 14 0 27 0.0 43.5 0.0 0.9 Left j 25 64.1 8 17:30 8 0 3 0 164 8. 0 172 0 4 0 193 4 0 197 0 11 0 190 7, 0 197 1 10 0 203 4 0 207 1 28 0 750 23 0 773 0 9 0 199 1 0 200 1 8 0 199 6 0 205 2 12 0 221 9 0 230 0 5 0 166 16 0 182 3 34 0 785 321 0 817 4 62 l 0 1535 55 0 1590 l 0.0 96.5 3.5, 2.0 0.0 48.9 1.8 50.6 Island Way Carlsbad Blvd Westbound Northbound Thru I Right I App. left\ . Thru I Right I Total 0 14 391 0 822 20 0.0 35.9 0.0 97.6 2.4 0 4 12 0 221 9 117:30 0 4 12 0 221 9 0.813 Eastbound File Name Site Code Start Date Page No : 06197121 :00197121 : 7/12/2006 : 1 Left \ Thru \ Right \ Peds \ App. Exclu. \ lnclu. \ Int. \ Total Total Total Total 0 0 0 0 0 12 320 332 0 0 0 0 0 3 377 380 0 0 0 0 0 5 401 406 0 0 0 0 0 8 404 412 0 0 0 0 0 28 1502 1530 0 0 0 0 0 9 410 419 0 0 0 0 0 8 417 425 0 0 0 0 0 9 451 460 0 0 0 0 0 10 360 370 0 0 0 0 0 36 1638 1674 0 0 0 0 0\ 64 3140 3204 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.0 98.0 Eastbound App. Left\ Thru I Right I App. Int. Total I Total Total 8421 0 0 0 0 1682 0.0 0.0 0.0 230 0 0 0 0 451 0.932 [ 3:45:00 PM 230 0.915 Weather: Clear & Dry Counted By: J. Linden Board#: 01-1431 Loe: Carlsbad Blvd & Island Way ~ 8LJ 01-h Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 Carlsbad Blvd · Out In Total ~ OQ3J Dill] 0 66 ;;_r Lett 4 T North '/12/2006 4:45:00 PM '/12/2006 5:30:00 PM r Riqht 20 r ~~It,; n~ ~- ~ g; "" - File Name Site Code Start Date Page No : 06197121 : 00197121 : 7/12/2006 :2 Weather: Clear & Dry Counted By: S. Mangiafico Board#: D1-1432 Loe: Carlsbad Blvd & Breakwater Road -Carlsbad Blvd-· Southbound Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 G rou PS Printed-G Breakwater Road Carlsbad Blvd Westbound Northbound Start Time Left I Thru \ Right \ Peds \ App. Left \ Thru \ Right \ Peds \ App. Left \ Thru \ Righi°\ Peds \ App. Total Total Total ·----· 07:00 0 -·176 0 0 176 4 07:15 2 172 0 0 174 8 07:30 5 219 0 0 224 4 07:45 1 191 . 0 0 192 6 Total 8 758 0 0 766 22 08:00 0 187 0 1 187 7 08:15 6 174 0 5 180 3 08:30 3 159 0 1 162 3 08:45 1 134 0 4 135 5 Total 10 654 0 11 664 18 Grand Total 18 1412 0 11 1430 I 40 Apprch % 1.3 98.7. 0.0 71.4 Total% 0.8 64.5 0.0 65.3 1.8 Carlsbad Blvd Southbound Start Time Left·\ Thru I Right I --· Peak Hour From 07:00 to 08:45 -Peak 1 of 1 Intersection 07:30 Volume 12 771 0 Percent 1.5 98.5 0.0 07:30 Volume 5 · 219 0 Peak Factor High Int. 07:30 Volume 5, 219 0 Peak Factor App. Total 783 I 224 I 2241 0.874 0 2 0 6 2 46 0 0 48 0 3 0 11 1 75 3 0 79 0 2 0 6 3 86 1 0 90 0 4 0 10 1 73 2 1 76 0 11 0 33 7 280 6 1 293 0 0 0 7 3 77 4 2 84 0 1 1 4 2 111 1 0 114 0 2 0 5 6 84 3 0 93 0 2 0 7 6 112 1-0 119 0 5 1 23 17 384 9 2 410 0 16 1 561 24 664 15 3 7031 0.0 28.6 3.4 94.5 2.1 0.0 0.7 2.6 1.1 30.3 0.7 32.1 Breakwater Road ' Carlsbad Blvd Westbound Northbound Left I Thru I Right I App. Left\, Thru I Right I Total 20 0 7 2: I 9 347 8 74.1 0.0 25.9 2.5 95.3 2.2 4 0 2 3 86 1 07:45 I 08:15 . 6 0 4 10 2 111 1 0.675 Eastbound File Name Site Code Start Date Page No :06197130 : 00197130 : 7/12/2006 : 1 Leit \ Thru \ Right I Peds \ App. Exclu. \ l~~\~·I i--~!~-1 Total Total 0 0 0 0 0 0 230 230 0 0 0 0 0 0 264 264 0 0 0 0 0 0 320 320 0 0 0 0 0 1 278 279 0 0 0 0 0 1 1092 1093 0 0 0 0 0 3 278 281 0 0 0 0 0 6 298 304 0 0 0 0 0 1 260 261 0 0 0 0 0 4 261 265 0 0 0 0 0 14 1097 1111 0 0 0 0 01 15 2189 2204 0.0 0.0 0.0 0.0 0.0 0.0 o.o I 0.7 99.3 Eastbound App. Left\ Thru I Right I App. Int. Total I Total Total 3641 0 0 0 01 1174 0.0 0.0 0.0 90 0 0 0 01 320 0.917 I 6:45:00 AM 114 0.798 Weather: Clear & Dry Counted By: S. Mangiafico Board#: D1-1432 Loe: Carlsbad Blvd & Breakwater Road Ol'Jjj_j' _J ~~□ yj~ o n Traffic Data Service Southwest 9773 Maine Avenu·e Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 12 Lett L_. T North 47 I► Left Ri ht 9 8 CzfilJ ~ Out To!al 4R7 ~2 - --..J .r-~[JJ ~~~ ,. -...,!!!. File Name Site Code Start Date Page No : 06197130 : 00197130 : 7/12/2006 :2 Weather: Clear & Dry CountedBy: S. Mangiafico Board#: 01-1432 Loe: Carlsbad Blvd & Breakwater Road Carlsbad Blvd Southbound Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 Breakwater Road Westbound Grou_Q_s Printed-Group 1 Carlsbad Blvd Northbound Eastbound File Name Site Code Start Date Page No t StactT,me Left I Thru I ~igll~I Peds I App. Total Left I Thru I Right I Peds I App. Total Left I Thru I Right ) Peds ) App. Total Left ) Thr~I ~ight ) Peds ) App. Total Exclu. ) Total 16:00 16:15 16:30 16:45 Total 17:00 17:15 17:30 17:45 Total Grand Total Apprch % Total¾ 2 129' 0 2 5 147 0 13 5 152 0 0 8 188 0 0 20 616 0 15 9 188 9 178 4 205 3 151 25 722 45 1338 3.3 96.7 1.4 42.5 0 0 0 0 0 0 0.0 0.0 0 2 6 4 12 27 Carlsbad Blvd Southbound 131 152 157 196 636 197 187 209 154 747 6 0 1 0 0 0 2 2 2 0 3 3 5 0 4 1 13 0 10 6 3 0 1 0 8 0 2 2 5 0 1 3 8 0 3 12 24 0 7 17 1383 I 37 68.5 43.9 1.2 0 17 0.0 31.5 0.0 0.5 23 7 2 5 9 23 4 10 6 11 31 541 1.7 Breakwater Road Westbound App. 5 195 3 0 8 182 6 0 8 199 5 0 2 208 2 0 23 784 16 0 5 225 4 199 6 248 11 183 26 855 49 1639 2.9 95.7 1.6 52.0 1 4 1 2, 8 24 1.4 0,8 0 0 0 0 0 0 203 196 212 212 823 231 207 255 196 889 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17121 0 0.0 54.4 0.0 0 0.0 0.0 0 0.0 0.0 0 Carlsbad Blvd Northbound App. App. 0 0 0 0 0 0 0 0 0 0 o.: I Eastbound 2 15 3 i 21 0 4 9 16 29 50 1.6 : 06197i3i : 00197131 : 7/12/2006 : 1 lnclu.) Total 341 350 374 417 1482 432 404 470 361 1667 3149 98.4 App. Int.) Total 343 365 377 418 1503 432 408 479 377 1696 3199 Start Time LeftJ Thru \ Right I Total Left\ Thru \ Right I Total Left 1 · Thru \ Right I Total Left \ Thru I Right I Total Int. Total \ ~ --Peak Hour From 16:00 to 17:45 -Peak 1 of 1 Intersection 16:45 Volume 30 759 O Percent 3.8 96.2 0.0 17:30 Volume 4 205 0 Peak Factor High Int. 17:30 Volume 4 205 0 Peak Factor 789 I 209 I 2091 0.944 21 0 8 29 72.4 0.0 27.6 5 0 1 6 17:15 8 0 2 10 0.725 17 880 8 905 0 0 0 0\ 1723 1.9 97.2 0.9 0.0 0.0 0.0 6 248 1 255 0 0 0 01 470 0.916 17:30 3:45:00 PM 6 248 1 255 0.887 Weather: Clear & Dry Counted By: S. Mangiafico Board#: D1 -1432 Loe: Carlsbad Blvd & Breakwater Road 01 ~__j _J _,I'---o-~ ~ LtJ o0 h Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) ~90-8427 Carlsbad Blvcl Out In Total D@ ~ o:mJ 0 30 :r Left 4 T North ~ i-► Left Ri ht 17 8 LJ§Q] O@l Out Total u~l ~~ :0-Ct>- -o, -(D . n P> ~ ~i6f ~;;i~ en-___, ec File Name Site Code Start Date Page No : 06197131 : 00197131 : 7/12/2006 :2 RICK ENGINEERING TURNING MOVEMENT ANALYSIS Page 1 of3 City: Carlsbad Intersection of: N/S Street: Carlsbad Boulevard File : 2006 Int #33 E/W Street: Poinsettia Lane Data Collected by : Raul, Joe Count Date: Day: Tuesday Traffic Control : Signalized 08/08/06 Weather: Sunny North Aeproach {SB) I West Approach (EB) I East Approach (WB) I 15 min Total End of 15 min. prd. Left U-Trn Thru Ri ht Peds Left U-Tm Thru Right Peds Left U-Trn Thru Ri ht Peds Left. U-Trn Thru Ri ht Peds !Vehicles Peds 6:15 AM 0 1 19 7 2 3 0 34 5 0 0 0 0 1 3 6 1 0 4 4 81 9 6:30AM 0 0 27 12 2 9 0 96 6 0 0 0 10 1 11 21 7 0 8 5 197 18 6:45 AM 0 1 51 12 2 12 0 136 8 1 0 0 0 0 7 26 2 0 8 3 256 13 7:00 AM 0 1 41 18 6 9 0 168 5 2 0 0 2 3 6 64 3 0 9 4 323 18 7:15 AM 0 0 61 23 I 19 0 146 6 0 0 0 3 1 4 87 3 0 16 6 365 11 7:30 AM 0 1 69 21 4 25 0 271 4 1 1 0 3 3 5 75 3 0 24 2 500 12 7:45 AM 0 0 54 22 4 26 0 224 12 0 0 0 4 2 20 55 1 0 18 4 418 28 8:00AM * 0 0 88 27 9 37 0 232 2 0 0 0 6 0 29 64 1 0 14 2 471 40 8:15 AM * 0 0 100 18 6 34 0 201 8 0 6 0 12 5 12 62 1 3 26 3 476 21 8:30AM * 0 1 81 18 .7 40 0 247 14 1 7 0 11 1 16 57 6 0 19 1 502 25 8:45 AM * 0 0 116 30 3 18 0 147 5 2 2 0 11 8 9 76 4 1 20 1 438 15 9:00AM 0 1 72 25 7 39 0 170 7 I 1 0 6 4 24 67 2 0 23 2 417 34 Max. 15 min. 0 1 116 30 9 40 0 271 14 2 87 7 3 26 6 I 502 40 Pk. Hr. Vol. :rot·\· ··r·, 385?i93> ·2s> :::129 .:'to::O:'/s·2?' it2·9;:~Tt'3:":' ':~59·,?'_!l'!/ ;,-':j:\)itV79 '.'.?1'0'.f ,: ·· 1887 101 7:45 AM Peak Intersection Traffic in Pk. Hr. = 1887 Peak Hr. Factor 8:45 AM Hour Intersection Pdstrns in Pk. Hr. = 101 3:45PM 1 2 154 39 1 33 1 87 3 2 3 0 6 4 0 26 2 0 39 0 400 3 4:00PM 0 2 135 47 2 38 0 103 4 3 I 0 3 5 19 35 1 0 28 0 402 24 4:15 PM 0 3 162 43 1 49 0 118 12 1 4 0 3 5 10 30 4 0 44 0 477 12 4:30 PM 0 3 150 29 5 46 l 96 8 0 3 0 11 2 8 28 1 0 53 1 431 14 4:45 PM * 0 7 189 50 3 41 0 109 19 l 5 0 5 6 21 44 7 0 48 1 530 26 5:00PM * 0 l 141 37 3 35 0 105 4 0 3 0 8 4 11 36 0 0 46 1 420 15 5:15 PM * 0 2 137 39 2 33 1 111 8 0 3 0 8 6 35 40 1 0 34 0 423 37 5:30 PM * 0 2 202 .56 4 48 0 126 18 0 6 0 2 6 7 49 3 2 50 0 570 11 5:45 PM 1 0 164 40 4 25 0 119 9 0 0 0 6 3 41 53 2 0 45 4 467 49 6:00 PM 0 2 127 44 4 43 2 116 12 1 6 0 6 0 14 51 3 0 37 1 449 20 6:15 PM 0 2 149 37 5 32 1 116 7 2 2 0 7 4 21 44 4 1 49 1 455 29 6:30 PM 0 1 132 33 4 38 0 129 11 1 3 0 6 3 16 44 1 0 40 0 441 21 Max. 15 min. /ti:&:~s'.i1;:¾V?2\N;t~~~\1<ll1r0;;. ·:l2t2 49 2 129 19 3 6 0 11 6 41 53 7 2 53 4 570 49 Pk. Hr. Vol. -•••·'169,')ilN{ ./i2C:f/1'i?l7}',';;j/?2''J' "1943 89 4:30PM Peak Intersection Traffic iri Pk. Hr. = PeakHr: Factor 5:30PM Hour Intersection Pdstrns in Pk. Hr. RICK ENGINEERING TURNING MOVEMENT ANALYSIS Page 1 of3 City : Carlsbad Intersection of: N/S Street : Avenida Encinas E/W Street : Poinsettia Lane File : 2006 Int #42 Data Collected by : Carlos, Art Count Date: 08/09/06 End of 15 min. prd. 6:15 AM 6:30AM 6:45 AM 7:00AM 7:15 AM· 7:30AM 7:45 AM 8:00 AM * 8:15 AM * 8:30 AM * 8:45 AM * 9:00AM Max. 15 min. Pk. Hr. Vol. 7:45 AM Peak 8:45 AM Hour 3:45 PM 4:00PM 4:15 PM 4:30 PM 4:45PM 5:00 PM 5:15 PM 5:30PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM * * * * Max. 15 min. Pk. Hr. Vol. 5:00 PM Peak 6:00 PM Hour Day: Wednesday Traffic Control : Signalized Weather: Sunny Bl North Approach (SB West Approach (EB East A B 15 min Total Left U-Trn Thru Right Peds I Left U-Tm Thru Right Peds I Left U-Trn Thru Right Peds I Left U-Trn Thru Right Peds \Vehicles Peds 2 8 3 4 7 9 8 8 I ~ 13 10 0 0 0 0 0 0 0 0 0 0 0 0 4 18 2 24 6 15 1 26 10 32 9 45 18 50 7 · 61 8 50 9 62 7 68 8 66 0 1 1 0 7 3 3 4 6 1 0 1 13 0 18 68 7 (291?,:>t:J'o{J;t-1};:3JJc',t/24'1·'ttD:i·•1?/ 18 23 15 9 13 21 16 37 30 20 28 22 0 0 0 0 0 0 0 0 0 0 0 0 Intersection Traffic in Pk. Hr. ' ·= · 1344 · 18 20 16 17 16 13 13 14 13 18 15 11 Intersection Pdstms in Pk. Hr. =e 26 0 0 0 0 0 0 0 0 0 0 0 0 19 19 20 20 15 17 12 11 19 19 25 16 67 72 93 91 106 116 79 46 109 87 68 79 0 1 2 0 1 3 2 1 2 1 I 0 31 35 37 31 69 35 49 83 47 71 9 71 0 0 0 0 0 0 0 0 0 0 0 0 6 2 . 0 4 2 0 2 0 1 3 1 1 4 2 0 7 3 0 10 . 5 0 18 4 1 18 3 1 16 9 0 7 14 1 2 2 0 ·" Peak Hr. Factor 25 13 23 22 30 23 28 42 24 38 14 29 10 5 11 3 9 6 4 11 10 9 5 9 l 0 2 2 1 0 2 3 1 2 0 1 1 0 1 3 3 1 2 2 4 2 5 8 9 3 12 5 14 13 7 7 13 15 10 4 0 0 0 0 0 0 0 0 0 0 0 0 0.91 5 7 5 8 4 12 17 30 20 24 24 49 0 45 0 48 0 42 0 34 0 30 0 59 0 40 0 ; 78 0 69 0 53 0 48 0 39 3 2 0 2 1 1 3 10 6 7 15 9 14 17 19 . 13 18 16 10 17 23 24 .24 13 0 2 0 0 1 0 2 1 2 1 3 0 2 1 0 0 2 1 1 3 1 2 4 0 24 31 20 38 53 62 51 80 60 76 75 76 0 0 0 0 0 0 0 0 0 0 0 0 14 40 · 2 24 13 1 35 35 1 41 39 0 41 48 2 76 34 0 60 63 2 62 49 0 50 36 3 55 32 0 65 50 2 65 45 0 137 2 140 4 137 3 175 1 218 10 280 3 303 7 368 · 6 286 12 319 2 371 6 362 1 t{9°t:;; ':''g'.ct\;3 6r0 :1 6ir:?l~<: I;/ /3 7 4~ 12 26 89 88 75 101 73 93 86 113 103 95 73 68 0 0 0 1 0 0 0 0 0 0 2 0 50 45 36 48 30 53 50 37 98 105 75 55 27 40 48 54 46 51 62 21 54 49 46 38 0 0 1 1 0 4 1 0 2 1 0 0 404 405 432 440 456 495 440 480 582 583 414 432 3 2 5 3 4 8 6 7 6 6 5 1 20 .o ... 25 116 .. 3 ·I· 83 o 42 . n. 3 115. o . 78 · 24 4 .1113 .. 2 105.. 62 ....•. 4 ·I 583 ,: ''::ss>~ Ji:'" o··< ''.61'./'•''•32 ( .. ?,::6 ·: ·· 'i's ct:··· .· 0, \.S0":i ":I3T ·2;.·· ~~t[24f.:··•.~·::o·; .> :24cJ"·.·.·•7,f\'YCf ·• ;•3 9f.; <o ,: : :'. 290·~ :0•·:1 s15·: ' ' '•4' ·;7 208 5 8 25 Intersection Traffic in Pk. Hr. Intersection Pdstrns in Pk. Hr. 2085 25 Peak Hr. Factor 0.89: RICK ENGINEERING TURNING MOVEMENT ANALYSIS Pagelof3 City : Carlsbad Intersection of: N/S Street : 1-5 Southbound Ramps File : 2006 Int #57 E/W Street : Poinsettia Lane Data Collected by : Nick, Scott Count Date: Day·. Wednesday Traffic Control: Signalized 08/09/06 Weather : Sunny South Approach (NB) I North Approach (SB) I West Approach (EB) I East Approach (WB) J 15 min Total End of 15 min. prd. Left U-Trn Thru Ri ht Peds Left U-Trn Thru Ri ht Peds Left U-Trn Thru Ri ht Peds Left U-Trn Thru Ri ht Peds !Vehicles Peds 6:15AM O O O O O 9 0 l 12 0 0 0 28 21 1 68 0 52 1 3 192 4 6:30 AM Q O O O O 19 0 2 22 0 0 0 26 35 0 74 0 55 0 2 233 2 6:45 AM O O O O O 29 0 1 16 0 0 0 40 28 0 65 0 103 0 4 282 4 7:00 AM Q O O O O 33 0 0 16 0 0 0 42 10 4 60 0 74 0 2 235 6 7: 15 AM O O O O O 33 0 0 32 0 0 0 55 21 4 75 0 120 0 3 336 'J 7:30 AM O O O O O 51 0 0 46 0 0 0 77 20 0 122 0 136 0 1 452 1 7:45 AM O O O O O 52 0 2 51 0 0 0 70 34 3 133 0 126 0 2 468 5 8:00 AM O O O O O 74 0 0 40 0 0 0 106 24 0 137 0 127 0 3 508 3 8: 15 AM * 0 0 0 0 0 36 0 0 33 0 0 0 75 22 3 112 0 121 0 1 399 4 8:30 AM * 0 0 0 0 0 62 0 1 53 0 -0 0 111 20 0 126 0 155 0 2 528 2 8:45 AM * Q O O O O 47 0 0 58 0 0 0 114 19 2 125 0 148 0 1 511 3 9:00 AM * Q O O O O 58 0 0 50 0 0 0 125 30 0 124 0 145 0 0 532 0 ~~:I;.5v~:~· •-,,-::,,,,,,,-.:,·,· .. ,cc• ---~--: •. :-•"·"''·• iJ~:;• ,tc;•"•~1,··•:,!;; /,"!t,,;;,,):,,~,.,,_ ,!!;t,:, ii~--" ;~~--•-.b,-, .! J t:120 ; 8:00 AM Peak Intersection Traffic in Pk. Hr. = "0:93''·"-.. 9:00 AM Hour Intersection Pdstrns in Pk. Hr. 3:45 PM Q O O O O 57 0 1 29 0 0 0 141 50 8 119 0 177 0 1 574 9 4:00 PM O O O O O 60 0 0 49 0 0 0 158 37 0 94 1 102 0 2 501 2 4:15 PM O O O O O 43 0 0 37 0 0 0 118 39 0 109 0 112 0 4 458 4 4:30 PM O O O O O 83 0 0 39 0 0 0 156 35 2 93 0 154 0 2 560 4 4:45 PM O O O O O 65 0 0 43 0 0 0 170 29 0 119 0 149 0 1 575 1 5:00 PM O O O O O 72 0 1 48 0 0 0 166 47 0 134 0 133 0 1 601 1 5:15PM * 0 0 0 0 0 64 0 1 42 0 0 0 170 44 1 232 0 179 0 3 732 4 5:30 PM * 0 0 0 0 0 84 0 0 42 0 0 0 197 36 1 203 0 143 0 2 705 3 5:45 PM * Q O O O O 93 0 0 72 0 0 (i 206 41 0 184 0 137 0 1 733 1 6:00PM * 0 0 0 0 0 81 0 1 96 0 0 0 200 37 5 136 0 164 0 1 715 6 6:15 PM O O O O O 92 0 0 110 0 0 0 159 29 0 113 0 138 0 6 641 6 6:30PM O O O O O 69 0 1 41 0 0 0 175 39 0 128 0 168 0 3 621 3 ~~1;, 5:;t· ,,-,.,.Ac;•,·-:·, ,.,.,---A '"'A•.• ,,,c:;:c:; ,., iiz-:-.:. < ~ ~--<·:: ·l 7f,r~}~:'-};2{~'c'./ fi~?})i}\itt~)\~.~~if!).~tls0s1-/:t:1:~\t; <;~;;-/fa6 :y,y11!i~{'// ~;{k\5'[~;'/ lj) iii5 (4 5:00 PM Peak = 2885 Peak Hr. Factor 0.98 : 6:00 PM Hour Intersection Pdstrns in Pk. Hr. RICK ENGINEERING TURNING MOVEMENT ANALYSIS Page l of3 City: Carlsbad Intersection of: N/S Street: I-5 Northbound Ramps File : 2006 Int #58 E/Vf Street : Poinsettia Lane Data Collected by : Raul, Joe Count Date: Day: Wednesday Traffic·Control : Signalized 08/09/06 Weather: Sunny North A roach SB East A£!12roach (WB} ll5min Total End of 15 min. prd. Left U-Trn Thru Ri ht Peds Left U-Trn Thru Ri ht Peds Left U-Trn Thru Right Peds Left U-Trn Thru Right Peds !Vehicles Peds 6:15 AM 1h 0 0 28 0 0 0 0 0 0 19 0 27 0 l 0 0 122 52 I 258 2 6:30AM 12 0 0 64 0 0 0 0 0 0 19 0 35 0 0 0 0 137 48 2 315 2 6:45 AM 22 0 0 73 0 0 0 0 0 0 18 0 44 0 2 0 0 178 55 4 390 6 7:00 AM 23 0 0 115 0 0 0 0 0 0 26 0 76 0 4 0 0 175 76 2 491 6 7:15 AM i9 0 0 116 0 0 0 0 0 0 36 0 58 0 3 0 0 215 73 4 527 7 .7:30 AM 30 0 l 144 0 0 0 0 0 0 31 0 95 0 3 0 0 187 61 2 549 5 7:45 AM 47 0 0 187 0 0 0 0 0 0 26 0 103 0 9 0 0 202 110 4 675 13 8:00AM * 46 0 3 186 0 0 0 0 0 0 38 0 149 0 0 0 0 201 114 8 737 8 8:15 AM * 3_5 0 1 193 0 0 0 0 0 0 25 0 101 0 5 0 0 185 100 6 640 11 8:30AM * 49 0 2 180 0 0 0 0 0 0 47 0 123 0 1 0 0 196 74 7 671 8 8:45 AM * 4:9 0 0 179 0 0 0 0 0 0 50 0 131 0 4 0 0 213 95 0 717 4 9:00AM 43 0 0 163 0 0 0 0 0 0 39 0 133 0 2 0 0 190 77 6 645 8 Max. 15 min. :'fl9ttt\f'.6??iff;}~Gt;i:f;·;~'{\1:f/1i,,;;;)' :}l6%):;iI,i'i%:)\?}6~'j) ;-~:;.! 9 0 0 215 114 8 737 13 Pk. Hr. Vol. 10/\' -•.•'.,>iQi:.\:ii•0:/ .e\795::;.',333;., :1-.2h· ;,2765 31 7:45 AM Peak Intersection Traffic in Pk. Hr. = Peak Hr. Factor 0.94- 8:45 AM Hour Intersection Pdstrns in Pk. Hr. 3:45 PM 55 0 0 112 0 0 0 0 0 0 44 0 168 0 0 0 0 181 71 1 631 I 4:00PM 47 0 2 106 0 0 0 0 0 0 59 0 153 0 I 0 0 176 70 2 613 3 4:15 PM 51 0 0 133 0 0 0 0 0 0 30 0 169 0 l 0 0 158 40 0 581 l 4:30 PM 56 0 1 119 0 0 0 0 0 0 50 0 180 0 0 0 0 185 54 4 645 4 4:45 PM 56 0 0 126 0 0 0 0 0 0 51 0 204 0 0 0 0 173 74 I 684 1 5:00 PM * 54 0 2 133 0 0 0 0 0 0 42 0 196 0 3 0 0 249 61 9 737 12 5:15 PM * 53 0 2 147 0 0 0 0 0 0 38 0 199 0 1 0 0 271 79 I 789 2 5:30 PM * 65 0 4 148 0 0 0 0 0 0 33 0 260 0 0 0 0 325 55 7 890 7 5:45 PM * 73 0 1 169 0 0 0 0 0 0 57 0 223 0 0 0 0 255 67 4 845 4 6:00 PM 72 0 2 166 0 0 0 0 0 0 22 0 134 0 7 0 0 225 44 5 665 12 6:15 PM 51 0 0 155 0 0 0 0 0 0 28 0 178 0 0 0 0 203 56 1 671 1 6:30 PM 69 0 2 150 0 0 0 0 0 0 24 0 237 0 1 0 0 218 49 3 749 4 Max. 15 min. 73 0 4 169 0 59 o 260 o . 7 I o o 325 79 9 I 890 12 Pk. Hr. Vol. .:.:,,245::•;:·JtO·;::\;,;-.<.,i-9;:,.:::i(,.:597YYS; Oi,.'r': 170 .··,ot~-, 878 >o .;: 4_·· .· :_ o.·:· \~,o~, -•.:uoo/.'262>·<'21< .. '3261 25 4:45 PM Peak · ''""' , .. ,.IntersectioriTrafficin•Pk:'Hr.'···•·••= '3261·"·--···· 0.92. 5:45 PM Hour " Intersection Pdstrns in Pk. Hr. = 25 RICK ENGINEERING TURNING MOVEMENT ANALYSIS Page 1 of3 City : Carlsbad Intersection of: N/S Street: Paseo Del Norte E/W Street : Poinsettia Lane File : 2006 Int #41 Data Collected by : Matt, Mark Count Date: 08/09/06 End of 15 min. prd. 6:15 AM 6:30AM 6:45 AM 7:00AM 7:15 AM 7:30AM 7:45 AM 8:00 AM * 8:15 AM * 8:30 AM * 8:45 AM * 9:00AM Max. 15 min. Pk. Hr. Vol. 7:45 AM Peak 8:45 AM Hour 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM * 5:30 PM * 5:45 PM * 6:00 PM * 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 5:00 PM Peak 6:00 PM Hour Day: Wednesday Traffic Control : Signalized Weather: Sunny South Approach (NB) North Approach (SB East A 15 min Total Left U-Trn Thru Right Peds I Left U-Trn Thru Right Peds I Left U-Trn Thru Right Peds I Left U-Trn Thru Right Peds !Vehicles Peds 2 5 3 9 9 6 7 5 5 4 10 7 6 3 8 5 3 5 5 4 9 4 4 6 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 7 7 2 1 2 0 1 1 2 0 0 1 2 2 3 3 6 4 1 9 0 0 0 0 2 0 1 2 0 0 2 0 3 1 1 3 7 4 5 10 16 21 11 20 10 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2 1 4 1 1 1 0 0 1 1 45 58 42 51 67 78 80 59 88 65 90 52 0 0 0 0 0 1 0 0 0 0 1 0 6 10 6 17 17 39 33 47 57 56 51 41 0 , 41 2 0 78 1 0 108 1 0 164 2 2 144 0 0 189 4 0 226 5 0 283 4 0 202 11 0 242 3 1 238 4 0 227 5 0 0 0 0 0 2 4 0 0 0 0 0 21 -0 4 90 1 57 2 283 11 4 v,,,.;,:,,;.s";-.•q,..,,,)"'.-::,.,;,;:;:r . .<1,,.,•i,::'.'l);{68})N}fo':)f}}.'!_:2'(r':/;j'6:{i'.'./i1,'c'[,; -. 211 :: ,· l. ·i; 96f \'22 './:·· <f Intersection Traffic in Pk. Hr. = 2416 Peak Hr. Factor 0.94· Intersection P dstrns in Pk. Hr. "' 5 0 0 0 0 0 0 0 0 1 1 0 0 1 5 0 0 I 0 1 0 I 2 1 3 2 I 2 2 0 3 1 1 1 2 0 2 0 0 0 2 0 0 1 0 0 3 1 0 15 12 20 22 26 14 18 24 29 22 31 24 0 0 0 0 0 0 0 0 0 0 0 0 4 5 1 7 5 3 4 4 1 4 0 2 53 51 65 43 57 61 73 88 70 75 64 50 0 0 0 1 0 1 0 0 0 0 0 0 62 0 68 0 60 1 94 0 84 0 99 0 94 1 138 0 127 0 142 3 103 1 129 1 201 9 181 13 199 4 201 9 235 9 201 8 210 13 275 7 241 8 293 8 220 6 242 9 0 0 0 0 0 0 2 0 0 0 0 2 0 1 () 1 0 1 8 1 1 2 0 2 7 3 1 1 0 0 3 2 0 0 1 4 0 126 5 0 123 6 0 140 8 0 154 10 0 158 9 0 212 7 0 136 7' 0 200 16 0 173 21 0 151 20 0 201 11 0 203 11 0 1 0 0 0 1 0 0 0 0 0 0 187 16 167 14 175 14 199 17 218 12 233 17 192 20 294 18 231 24 209 26 168 21 196 19 0 0 1 1 0 1 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 229 284 314 425 423 547 517 640 583 556 637 561 640 ·"2416 563 524 550 600 650 645 635 855 743 791 620 687 142 3 . 293 13 2 I 7 1 294 26 2 I 855 .'soc:.:;,4,},:,1019• .. 36~:. 2.,,l_i_5·~ ::o.•,.,926-•:,: ... 33/_ '.•2 .·,· 3024 0.88 Intersection Pdstrns in Pk. Hr. 0 0 1 3 0 5 8 0 2 2 1 3 8 5 0 0 0 3 0 1 3 0 0 5 3 2 5 8 Weather: Clear & Dry Counted By: M. Archibald Board#: 01-2278 : Loe: Paseo Del Norte & Cam. de las Ondas Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 File Name Site Code Start Date Page No : 06197190 :00197190 : 7/26/2006 : 1 ------.----~-------G_ro_u+--s_P_ri_n_te_d_-_G_ro_up _______ ~ -Pa$eo Del Norte Camino de las Ondas Paseo Del Norte ---Camino de las Ondas Southbound Westbound Northbound Eastbound 1--S-ta_rt_T_i_m_e+\-Le_f_t ~\ _T_h-ru~\ Right Peds ¢bia·1 Left Thru Right Peds ¢bt~i Left Thru Right Peds ;it~i Left Thru Right Peds ¢bt~i E;~;~j __ f~~-;~J-;~~ 07:00 9 15. 0 0 24 25 0 8 0 33 0 23 6 0 29 2 3 3 0 8 0 94 94 07:15 6 36 0 3 42 20 1 13 0 34 3 30 15 2 48 4 1 8 0 13 5 137 142 07 :30 5 38 0 0 43 27 0 14 0 41 0 36 19 0 55 2 2 7 1 11 1 150 151 07:45 9 34 1 0 44 33 1 14 1 48 1 42 25 0 68 6 2 4 3 12 4 i 72 176 Total 29 123 1 3 153\ 105 2 49 1 156\ 4 131 65 2 2001 14 8 22 4 441 10 553 563 08:00 08:15 08:30 08:45 Total Grand Total Apprch % Total% 5 29: 10 42 8 44 8 35 31 150: 60 273 17.6 80.1 4.2 19.2 3 0 4 0 7 8 2.3 0.6 0 2 1 0 3 6 37 46 52 58 56 63 43 40 188 207 341 I 312 73.1 23.9 21.9 Paseo Del Norte Southbound Start Time Left:! Thru I Right I Peak Hour From 07:00 to 08:45 -Peak 1 of 1 Intersection 08:00 Volume 31, 150 7 Percent 16.5 79.8 3.7 08:15 Volume 1 o 42 O Peak Factor High Int. 08:30 Volume 3: 44 4 Peak Factor App. Total 1881 52 561 0.839 1 7 0 17 3 20 2 14 6 58 8 107 1.9 25.1 0.6 7.5 2 0 3 0 5 6 54 75 . 86 56 271 4271 30.0 Camino de las Ondas Westbound Left I Thru I Right I 207 6 58 76.4 2.2 21.4 58 0 17 08:30 63 3 20 3 53 36 1 55 41 2 40 42 5 49 30 11 197 149 15 328 214 2.7 58.9 38.4 1.1 23.0 15.0 App. Left I Total 271 I 11 3.1 75 1 I 08:15 86 1 0.788 2 92 6 0 97 7 2 84 4 0 84 3 4 357 20 6 5571 34 34.0 39.1 2.4 Paseo Del Norte Northbound Thru I Right I 197 149 55.2 41.7 55 41 55 41 1 1 0 1 3 11 11.0 0.8 App. Total 357 97 97 0.920 5 9 9 10 33 55 55.0 3.9 6 2 2 1 11 15 12 17 13 14 56 100 I 7.0 10 4 8 1 23 33 2.3 Camino de las Ondas Eastbound Left I Thru I Right I 20 3 33 35.7 5.4 58.9 7 1 9 08:15 7 1 9 195 241 239 197 872 1425 97.7 App. Total 56 I 171 17 0.824 205 245 247 198 895 1458 Int. Total I 872 241 0.905 Weather: Clear & Dry Counted By: M. Archibald Board #: 01 -2278 Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 9204.0 (619) 390-8495 Fax (619) 390-8427 Loe: Paseo Del Norte & Cam. de las Ondas Faseo Del Norte Out In Total \_.lli] C@ c:::illl 7 31 jilt Left 4 flli_j ~ i i ~~_c~ North 0 f-- L • •-U -2 "'::,□ ., "~ ~-~ oo '"-7 -• [el a C + , n a .,ril~f--J ~...,5 EJ &i~~ .,.- ~ ~ Left Ri lit 11 149 ~ om Out Total File Name Site Code Start Date Page No :06197190 : 00197190 : 7/26/2006 :2 Traffic Data Service Southwest 9773 Maine Avenue Weather: Clear & Dry Lakeside, CA 92040 Counted By: M. Archibald (619) 390-8495 Fax(619)390-8427 Board #: D1 -2278 Loe: Paseo Del Norte & Cam. de las Ondas Grou s Printed-Grou 1 ~,~l; PaSeo Del Norte Camino de las Ondas Paseo Del Norte Southbound i~e Left Thru Right Peds App. Left Total 16:00 6 45. 5 0 56 20 16:15 13 58 5 1 76 13 16:30 12 81 ; 8 2 101 22 16-.45 9 63 . 4 0 76 22 Total 40 247 22 3 309 77 17:00 21 59 5 1 85 18 17:15 10 72 5 1 87 25 17:30 18 53 10 0 81 29 17:45 12 47 5 0 64 22 Total 61 231 25 2 317 94 Grand Total 101 478 47 5 6261171 Apprch % 16.1 76.4 i 7.5 55.5 Tota/% 5.8 27.4 2.7 35.9 9.8 Paseo Del Norte Southbound Start Time Left I Thru j Right I -Peak Hour From 16:00 to 17:45 -Peak 1 of 1 Intersection 16:45 Volume 58 247 24 Percent 17.6 75.1 7.3 17:15 Volume 10 72 5 Peak Factor High Int. 17:15 Volume 10 72 5 Peak Factor App. Total 329 I 87 I 871 0.945 Westbound Northbound -App. App. Thru Right Peds Left Thru Right Peds Left Total Total 1 10 0 31 6 59 21 0 86 3 3 14 0 30 6 57 11, 0 74 2 2 18 0 42 3 59 19 2 81 4 5 14 0 41 6 63 26 0 95 6 11 56 0 144 21 238 77_' 2 336 15 1 18 0 37 7 76 30. 1 113 1 1 17 0 43 7 58 35 0 100 6 3 18 3 50 8 67 23: 0 98 4 3 9 1 34 3 63 24 0 90 5 8 62 4 164 25 264 112 1 401 16 19 118 4 3081 46 502 189" 3 737 I 31 6.2 38.3 6.2 68.l 25.6 43.1 1.1 6.8 17.7 2.6 28.8 10.8 42.3 1.8 Camino de las Ondas Paseo Del Norte Westbound Northbound Left j Thru I Right I App. Left I : Thru I Right I Total 94 10 67 171 28 264 114 55.0 5.8 39.2 6.9 65.0 28.1 25 1 17 43 7 58 · 35 17:30 17:00 29 3 18 50 7 76 30 0.855 File Name : 06197191 Site Code : 00197191 Start Date : 7/26/2006 Page No : "1 Camino de las Ondas Eastbound App. Exclu. l~~~i] __ }_:~ Thru Right Peds Total Total 0 2 2 5 2 178 180 3 5 0 10 1 190 191 2 6 3 12 7 236 243 1 4 2 11 2 223 225 6 17 7 38 12 827-839- 1 2 0 4 2 239 241 0 5 0 11 1 241 242 1 6 0 11 3 240 243 1 2 0 8 1 196 197 3 15 0 34 7 916 923 9 32 7 721 19 1743 1762 12.5 44.4 0.5 1.8 4.1 1.1 98.9 Camino de las Ondas Eastbound ·App. Left I Thru I Right I App. Int. Total j Total Total 406 17 3 17 37 I 943 45.9 8.1 45.9 100 6 0 5 11 I 241 0.978 16:45 113 6 1 4 11 0.898 . 0.841 Weather: Clear & Dry Counted By: M. Archibald Board#: 01-2278 Loe: Paseo Del Norte & Cam. de las Ondas E-"' .~ □ "'::, ·o ':::i'iiiJ ...J '::IE .g,, 0: T Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 Paseo Del Norte Out In Total ~~om 24 58 :~r Left 4 T North ~ rt Left Riqht 28 114 0§§] Out .... ;n L,g· arl~ .r-~,'i:~ . ~~ & ./>-p, a,- File Name Site Code Start Date Page No : 06197191 : 00197191 : 7/26/2006 :2 Traffic Data Service Southwest 9773 Maine Avenue Weather: Clear & Dry Lakeside, CA 92040 Counted By: E. Mockler (619) 390-8495 Fax (619) 390-8427 Board#: D1-2279 Loe: Poinsetta Lane & Batiquitos Drive Southbound l--Botiq,Hos Dci,e ---~~~-Time Left Thru Right Peds App. Total 07:00 07:15 07:30 ___ 07:45 Total 08:00 08:15 08:30 08:45 Total Grand Total Apprch % Total% 1 4 5 6 16 5 3 2 10 20 36 13.0 0.9 3 31 3 35 4 25 2 33 2 29 1 36 4 27 4 37 13 112 10 141 4 30 2 39 4 16 3 23 3 35 5 40 4 19 0 33 15 100 10 135 28 212 10.1' 76.8 0.7 5.2 20 2761 6.8 Batiquitos Drive Southbound Start Time Left I Thru J Right I Peak Hour From 07:00 to 08:45 -Peak 1 of 1 Intersection 07:45 Volume 16 15 108 Percent 11.5 10.8 77. 7 07:45 Volume 6 4 27 Peak Factor High Int. 08:30 Volume 2 3 35 Peak Factor Poinsettia Lane Westbound Left Thru Right Peds 2 165 3 157 3 148 2 142 10 612 5 167 2 145 2 176 2 149 11 637 21 1249 1.6 96.2 0.5 30.7 3 2 1 5 11 4 5 4 4 17 28 2.2 0.7 0 0 2 0 2 0 1 0 0 1 3 Grou s Printed-Grau 1 App. Left Total 170 48 162 48 152 60 149 69 633 225 176 44 152 · 72 182 53 155 64 665 233 12981 458 90.3 31.9 11.2 Batiquitos Drive Northbound Thru Righ\ Peds 3 1 0 5 9 2 4 2 6 14 23 4.5 0.6 1 1 2 4 8 4 2 7 5 18 26 5.1 0.6 2 0 2 2 6 0 4 2 0 6 12 App. Total 52 50 62 78 242 50 78 62 75 265 5071 12.4 Poinsettia Lane Batiquitos Drive App. Left I Total 1391 11 1.7 37 2 08:30 40/ 2 0.869 Westbound Thru J 630 95.6 142 176 Right I 18 2.7 5 4 App. Total 6591 149 1821 0.905 Northbound Left I Thru I Right I 238. 13 17 88.8 4.9 6.3 69 5 4 07:45 ' 69 5 4 File Name : 06197200 Site Code : 00197200 Start Date : 7/26/2006 Page No : 1 Poinsettia Lane Eastbound Left Thru Right Peds App. Exclu. Total Total 6 149 4 183 6 219 8 277 24 828 2 214 9 220 14 200 16 203 41 837 65 1665 3.3 83.5 1.6 40.9 App. Total 2681 78 14 20 35 28 97 44 41 39 43 167 264 13.2 6.5 Left I 33 3.0 8 I 07:45 78 8 0.859 0 0 0 0 0 0 0 1 0 1 169 207 260 313 949 260 270 253 262 1045 19941 48.9 Poinsettia Lane Eastbound Thru I Right I 911 152 83.1 13.9 277 28 277 28 5 2 5 6 18 2 8 8 0 18 36 0.9 lnclu. Total 426 452 510 577 1965 525 523 537 525 2110 4075 99.1 App. Total 1096 [ 313 I 313 0.875 Int. Total 431 454 515 583 1983 527 531 545 525 2128 4111 Int. Total J 2162 577 0.937 Weather: Clear & Dry Counted By: E. Mockler Board#: D1-2279 Loe: Poinsetta Lane & Batiquitos Drive ~l~_j- -' N1-~h Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (6i 9) 390-8495 Fax (619) 390-8427 Bat1quitos Drive Out In . Total L§±]~D@ 108 16 :r Left 4 T North /26/2006 7:45:00 AM /26/2006 8 :30:00 AM Group 1 ~ r Left Riqh1 238 17 Lill] ~ Out Total u arl~ r ~~I:::: i_J 0 ~ File Name Site Code Start Date Page No :06197200 : 00197200 : 7/26/2006 :2 Weather: Clear & Dry Counted By: E. Mockler Board#: 01-2279 Loe: Poinsetta Lane & Batiquitos Drive Traffic Data SeNice Southwest 9773 Maine Avenue Lakeside, CA 9204.0 (619) 390-8495 Fax (619) 390-8427 Groups Printed-Group 1 File Name Site Code Start Date Page No : 06197201 : 00197201 : 7/26/2006 : 1 Batiquitos Drive Poinsettia Lane Batiquitos Drive Poinsettia Lane Southbound Westbound Northbound E8stbound Start Time Left _ Th~ Right Peds ~iaj Lett Thru Right Peds ;t~j Left Thru Right Peds ;t~j Left Thru Right Peds ft~j ~~~~j l~~~~j ~:J 16 :00 1 5 12 0 18 3 172 14 0 189 42 4 3 2 49 18 135 46 1 199 3 455 458 16: 15 2 9 19 0 30 2 152 4 1 158 45 5 5 2 55 7 171 48 0 226 3 469 4 72 16:30 2 4 . 17 0 23 2 202 2 1 206 49 4 0 1 53 27 188 69 0 284 2 566 568 16:45 2 2 20 2 24 3 177 5 0 185 57 3 2; 2 62 35 164 65 0 264 4 535 539 Total 7 20 68 2 95 \ 10 703 25 2 738 \ 193 16 10 7 219 \ 87 658 228 1 973 \ 12 2025 2037 17:00 17:15 17:30 17:45 Total Grand Total Apprch % Total% 2 10 6 2 3 2 5 6 16 20 12 9 15 20 56 23 40 124 12.3 21.4. 66.3 0.5 0.9 2.8 3 1 0 0 4 6 Batiquitos Drive Southbound 24 17 20 31 92 187 l 4.2 Start Time Left I Thru I Right I Peak Hour From 16:00 to 17:45 -Peak 1 of 1 Intersection 17:00 Volume 16 Percent 17.4 17:00 Volume 2 Peak Factor High Int. 17:45 Volume 5 Peak Factor 20 21.7 10 6 56 60.9 12 20 5 252 2 235 4 237 5 199 16 923 26 1626 1.5 95.6 0,6 36.4 App. Left I Total 92 I 16 1.7 241 5 17:00 31 I 5 0.742 6 6 8 4 24 49 2.9 1.1 2 1 0 0 3 5 263 53 243 43 249 40 208 42 963 I 173 1701 I 371 83.9 38.1 8.3 Poinsettia Lane Westbound Thru I Right I App. Total 923 24 963 95.8 2.5 252 6 263 252 6 263 0.915 9 3 5 3 20 36 8.1 0.8 5 6' 8 6 25 35 7.9 o.8· Left,, 178 79.8 53 17:00 53 1 0 0 2 3 10 67 30 188 72 52 23 239 63 53 23 158 72 51 32 188 70 223 I 108 773 277 4421 9.9 195 1431 505 9.2 67.2 23.7 4.4 32.1 11.3 Batiquitos Drive Northbound Thru I Right I App. Left I Total 20 25 223 108 9.0 11.2 9.3 9 5 67 30 17:15 9 5 67 23 0.832 0 0 1 1 2 3 290 325 253 290 1158 . 2131 I 47,8 Poinsettia Lane Eastbound Thru I Right I 773 277 66.8 23.9 188 72 239 63 6 644 650 2 637 639 1 575 576 3 580 583 12 2436 2448 24 0.5 4461 99,5 App. Total 1158 290 325 0.891 4485 Int. Total I 2436 644 0.946 Weather: Clear & Dry Counted By: E. Mockler Board#: 01-2279 Loe: Poinsetta Lane & Batiquitos Drive ~lz_j -(l) ...J r--1-r--.c Nn Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 BatiC{Uitos Drive Out In Total [:]@ OgJ OE] 56 :r T North 16 Left L► '/26/200f, 5:00:00 PM '/26/2006 5:45:00 PM [Group 1 +-i rt Lett Ri~ht 178 25 I Cfill ~ Out Total u~ ~~ ::,-N7 -.P. ~ii~~ ~~~ ""' ---i- File Name Site Code Start Date Page No : 06197201 : 00197201 : 7/26/2006 :2 RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street: Aviara Parkway E/W Street : Poinsettia Lane Count Date: 08/08/06 Day : Tuesday Weather: Sunny File : 2006 Int #40 Data Collected by : Matt, Mark Traffic Control : Signalized North Approach (SB Page 1 of3 15 min Total End of 15 min. prd. Left U-Trn Thru Right Peds \ Left U-Trn Thru Right Peds \ Left U-Trn Thru Right Peds \ Left U-Trn Thru Right Peds \Vehicles Peds 6:15 AM 6:30 AM 6:45 AM 7:00AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM * 8:15 AM * 8:30 AM * 8:45 AM * 9:00 AM 28 36 58 63 58 59 s·s 60 64 70 58 53 0 1 0 0 0 0 0 0 0 0 0 0 8 15 22 24 21 37 32 75 58 47 48 43 0 0 1 0 2 0 1 1 0 1 0 0 2 0 0 0 0 3 0 1 0 0 0 0 3 1 7 1 6 8 3 4 5 5 5 1 2 1 0 0 0 0 0 0 0 0 1 Max. 15 min. . 70 1 75 2 3 I 8 2 Pk. Hr. Vol. ,:;252,:;'.\J,d'.'.'if"'.,228'\'i''ti2 ;{/''.'It'' 7:45 AM Peak · ·· ·rntersectionTraffic ii:tPk.·Hr:· 8:45 AM Hour Intersection Pdstms in Pk. Hr. 3:45 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM * 5:30 PM * 5:45 PM * 6:00 PM * 6:15 PM 6:30 PM Max.15 min. Pk. Hr. Vol. 74 76 68 67 66 71 89 71 78 77 55 85 89 0 0 0 0 0 0 0 6 0 0 0 0 6 54 46 45 37 52 53 41 44 48 54 39 33 54 1 0 3 0 1 1 4 5 1 0 1 5 0 0 0 0 0 0 0 0 0 0 0 0 0 18 ' 0 10 0 11 0 12 1 12 0 12 1 17 0 20 0 24 2 26 0 16 0 11 0 26 2 5:00 PM Peak ·rnforsectiori Traffic in•Pk:'Hr: · ·=· 2465 ···· 6:00 PM Hour Intersection Pdstrns in Pk. Hr. = 4 8 5 10 18 13 22 21 38 30 26 35 37 15 5 14 12 22 29 23 21 21 12 17 20 2 0 2 0 0 0 3 0 0 0 0 0 18 1 11 11 0 16 22 2 15 35 7 27 40 0 ; 45 66 0 55 106 0 52 119 1 I 59 140 1 64 113 0 85 122 I 63 126 0 64 20 0 17 1 27 1 18 0 40 0 60 0 70 1 52 0 68 0 58 I 71 I 52 0 0 0 0 I I 0 1 3 2 2 2 0 0 0 0 0 0 0 0 0 0 0 l 0 35 29 36 45 62 48 53 70 46 59 46 52 0 4 5 8 11 5 16 17 12 8 14 7 2 0 0 2 2 l 0 0 0 0 0 0 146 144 214 265 316 387 441 519 510 486 483 460 38 29 ~'.•i-l;:.;{;~,,(,·,·i;'~/)=:1:;2~g"':s,;}9,<, }<:I:!.,,,,~,:,,: }11, ,!i, ,.,~;; I 1 5 9 1 :8 Peak'.Hr:Factcir' ... · 0:96 ··· 54 45 1 73 27 2 76 46 0 68 55 0 90 66 0 73 84 0 105 110 2 124 105 1 89 83 0 95 69 0 97 73 0 58 45 0 19 46 32 28 36 40 39 26 39 27 27 15 1 61 67 0 2 47 65 0 0 33 63 0 0 42 66 0 0 72 67 2 1 52 64 0 I 68 72 0 0 77 112 0 I · · 63 82 0 0 100 86 0 4 84 71 0 0 65 73 0 124 110 2 \ 46 4 100 112 2 "'\13;fYi1'!(\2t\i/308fi/)'.352P?'i',:0\·'·• PeakHr: Factor·· · ·· ·o:94i · ' 1 0 7 2 2 2 3 4 0 1 4 0 7 0 51 5 0 23 12 0 28 7 0 47 13 0 33 8 0 57 12 0 70 15 1 47 11 0 56 12 0 . 50 15 0 46 6 0 41 17 70 17 0 2 0 0 0 2 0 0 1 0 I 1 2 451 427 419 438 505 523 634 653 578 600 523 444 653 · 2465 6 1 3 2 2 4 4 I 0 I I 0 6 3 1 4 0 0 2 2 2 1 1 0 1 1 4 4 RICK ENGINEERING TURNING MOVEMENT ANALYSIS Page I of3 City: Carlsbad ' Intersection of: N/S Street: El Camino Real File : 2006 :rnt # 12 E/y.r Street : Cassia Road Data Collected by : Art, Carlos ' Count Date: Day: Thursday Traffic Control : Signalized 07/13/06 Weather: Sunny B) I North Approach (SB) I West Approach (EB) I East Approach (WB) I 15 min Total End of 15 min. prd. Left U-Trn Thru Ri ht Peds Left U-Trn Thru Ri ht Peds Left U-Trn Thru Right Peds Left U-Trn Thru Ri ht Peds Vehicles Peds 6:15 AM 5 1 60 0 0 0 0 8 4 0 25 0 0 2 0 0 0 0 0 0 105 0 6:30 AM 5 1 63 0 0 0 0 79 6 0 24 0 0 9 0 0 0 0 0 0 187 0 6:45 AM 6 0 90 0 0 0 0 118 12 0 23 0 0 16 0 0 0 0 0 0 265 0 7:00 AM 8 0 142 0 0 0 2 146 15 0 27 0 0 22 0 0 0 0 0 0 362 0 7:15 AM 18 0 140 0 0 0 1 184 18 0 54 0 0 18 0 0 0 0 0 0 433 0 7:30AM 13 0 191 0 0 0 0 207 20 0 64 0 0 23 0 0 0 0 0 0 518 0 7:45 AM 17 0 222 0 0 0 0 202 19 0 67 0 0 38 0 0 0 0 0 0 565 0 8:00AM * 14 0 268 0 0 0 0 187 17 0 65 0 0 28 0 0 0 0 0 0 579 0 8:15 AM * 13 0 292 0 0 0 1 191 18 0 85 0 0 28 0 0 0 0 0 0 628 0 8:30AM * 25 0 250 0 0 0 2 201 14 0 67 0 0 29 0 0 0 0 0 0 588 0 8:45 AM * 11 0 236 0 0 0 2 202 28 0 76 0 0 28 0 0 0 0 0 0 583 0 9:00 AM 11 0 256 0 0 0 0 191 16 0 63 0 0 34 0 0 0 0 0 0 571 0 Max. 15 min. 25 1 292 0 0 628 0 Pk. Hr. Vol. i/63{\~\}.0J'.(,f{046;c;:;;ro>i"?;'i/0j,i'.\ 2378 0 7:45 AM Peak Intersection Traffic in Pk. Hr. = 2378 8:45 AM Hour Intersection Pdstrns in Pk. Hr. = 0 3:45 PM 9 0 132 0 0 0 1 145 5 0 44 0 0 22 0 0 0 0 0 0 358 0 4:00 PM 27 3 236 0 0 0 0 281 41 0 28 0 0 15 0 0 0 0 0 0 631 0 4:15 PM 39 0 210 0 0 0 1 254 36 0 30 0 0 21 0 0 0 0 0 0 591 0 4:30 PM 19 0 191 0 0 0 0 296 40 0 38 0 0 31 0 0 0 0 0 0 615 0 4:45 PM 30 0 199 0 0 0 0 306 37 1 25 0 0 19 0 0 0 0 0 0 616 1 5:00 PM 34 0 205 0 0 0 0 277 59 0 21 0 0 14 0 0 0 0 0 0 610 0 5:15 PM * 21 1 214 0 0 0 1 351 38 1 26 0 0 14 0 0 0 0 0 0 666 1 5:30 PM * 23 2 218 0 0 0 0 395 73 0 19 0 0 24 0 0 0 0 0 0 754 0 5:45PM * 29 0 203 0 0 0 0 381 59 0 37 0 0 45 0 0 0 0 0 0 754 0 6:00PM * 37 0 228 0 0 0 0 366 63 I 24 0 0 16 0 0 0 0 0 0 734 1 6:15 PM 18 0 183 0 0 0 2 251 53 0 33 0 0 37 0 0 0 0 0 0 577 0 6:30PM 41 0 193 0 0 0 0 224 49 0 31 0 0 28 0 0 0 0 0 0 566 0 Max. 15 min. 41 3 236 0 0 754 1 Pk. Hr. Vol. ::a::1:ioifo},,;3ffb1sii3::%t}o'{:{,?"?Jo)t; 2908 2 5:00 PM Peak Intersection Traffic in Pk. Hr. = 2908 Peak Hr. Factor 0.96. 6:00 PM Hour Intersection Pdstrns in Pk. Hr. = 2 RICK ENGINEERING TURNING MOVEMENT ANALYSIS Page 1 of3 City : Carlsbad Intersection of; N/S Street : El Camino Real File : 2006 Int# 11 E/W Street: Camino Vida Roble Data Collected by: Sarah, Scott Count Date : Day : Thursday Traffic Control : Signalized 07/13/06 Weather: Sunny B) I~ ~ North Approach(~ J ~ ~ West Approach (EB) I East Approach (WB) I 15 min Total End of 15 -------~- min. prd. Left U-Trn Thru Ri ht Peds Left U-Trn Thru Ri ht Peds Left U-Trn Thru Ri ht Peds Left U-Tm Thru Ri ht Peds [Vehicles Peds 6:15 AM 17 0 65 0 0 0 0 94 18 0 4 0 0 4 l O O O O O 202 1 6:30 AM 11 0 78 1 0 0 0 113 32 0 2 0 0 9 0 0 0 0 0 0 246 0 6:45 AM 28 0 130 8 0 0 0 182 23 0 4 0 0 9 0 0 0 0 0 0 384 0 7:00 AM 36 0 166 0 0 0 0 190 44 0 8 0 0 15 0 0 0 0 0 0 459 0 7: 15 AM 34 0 154 0 0 0 0 204 31 2 3 0 0 14 0 0 0 0 0 0 440 2 7:30 AM 57 0 267 0 0 0 0 178 38 1 6 1 0 16 0 0 0 0 0 0 563 1 7:45 AM 57 0 209 0 0 0 0 173 33 0 10 0 0 7 0 0 0 0 0 0 489 0 8:00 AM * 104 0 311 2 0 0 0 213 44 1 11 0 0 15 0 0 0 0 0 0 700 1 8:15 AM * 87 0 250 2 0 0 0 181 45 0 19 0 0 14 0 0 0 0 0 0 598 0 8:30 AM * 63 1 233 0 0 0 0 200 33 0 8 0 0 20 0 0 0 0 0 0 558 0 8:45 AM * 73 0 250 0 0 0 0 180 20 0 17 0 0 18 0 0 · 0 0 0 0 558 0 9:00 AM 68 0 216 0 0 0 0 173 31 0 20 0 0 11 0 0 0 0 0 0 519 0 Max. 15 min. 104 1 311 8 0 0 0 213 45 2 20 1 0 20 1 0 0 0 0 0 700 2 Pk. Hr. Vol. 7:-'?:l1?;f1::(/i'\l0144'Y'ri4/::'t;\ t/i;/0·c1::'./',::i'.T74l;,•/l42';;'6X'i' 1 7:45 AM Peak 8:45 AM Hour 3:45 PM 29 0 238 1 0 0 0 203 8 0 35 0 0 54 0 0 0 0 0 0 568 0 4:00 PM 28 0 238 1 0 0 0 242 17 1 49 0 O 67 0 0 0 0 0 0 642 1 4:15PM 24 1 214 0 0 0 0 262 6 2 35 0 0 64 0 0 0 0 0 0 606 2 4:30 PM 22 0 217 0 0 0 0 242 21 3 42 0 0 86 0 0 0 0 0 0 630 3 4:45 PM 25 0 215 l O O O 255 8 0 36 0 0 73 1 0 0 0 0 0 613 1 5:00 PM * 31 0 237 0 0 0 0 293 13 0 45 0 0 114 0 0 0 0 0 0 733 0 5:15 PM * 26 1 233 0 0 0 0 288 21 1 56 0 0 138 0 0 0 0 0 0 763 1 5:30 PM * 28 1 218 1 0 0 0 398 6 0 67 0 0 119 0 0 0 0 0 0 838 0 5:45 PM * 29 0 229 0 0 0 0 349 6 0 32 0 0 105 0 0 0 0 0 0 750 0 6:00 PM 17 1 193 0 0 0 0 325 5 1 28 0 0 91 0 0 0 0 0 0 660 1 6: 15 PM 18 0 216 0 0 0 0 208 7 1 22 0 0 87 0 0 0 0 0 0 558 1 6:30 PM 19 0 201 0 0 0 0 224 14 0 14 0 0 54 0 0 0 0 0 0 526 0 Max. 15 min. 0 0 398 21 3 67 0 0 138 1 838 3 Pk. Hr. Vol. r-:r1 i'a!f?'i}li'iD;;;Q ?;;'.·o:~1,siz};;{(i';,;,;0\Kf 3'2s}~\\,;415,9I/Mi:[';5t{ \'.2d6>','.'l¥:cf'1'.' '=9''/,)"'47"ri' c'5:;: .. :o}', :_, ,.,.,,.• '" :; ''''•'"··' A c;,; •,C••'••(\'<::, 3084 l 4:45 PM Peak = 3084 Peak Hr. Factor 0.92 · 5:45 PM Hour = 1 Note: Southbound approach open to construction traffic only Weather: Clear & Dry Counted By: D. WeUman Board#: 01-1432 Loe: Carlsbad Blvd & Ponto Drive Carlsbad Boulevard Southbound Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) ,390-8427 G rou PS p· Ponto Drive Carlsbad Boulevard Westbound Northbound Ponto Drive Eastbound File Name Site Code Start Date Page No : 06197240 :00197240 : 7/26/2006 : 1 Start Time Left \ Thru' \ Right \ Peds \ App. Left I Thru \ Right \ Peds \ App. Left I Thru I Righ\ I Peds I App. Leit I Thru I Right I Peds I App. Exclu, I lnclu. -i---Tr Total Total Total Total Total Total Tot t !i] 07:00 3 204 0 0 207 1 07:15 3 208.' 0 0 211 2 07:30 1 248 0 0 249 5 07:45 2 227 0 0 229 9 Total 9 887 0 0 896 17 08:00 2 230 0 0 232 1 08:15 6 2M' 0 0 207 4 08:30 4 193: 0 0 202 6 08:45 7 226, 0 0 233 0 Total 19 855: 0 0 874 11 Grand Total Apprch % Total¾ 28 1742 1.6 98.4! 1.1 69.8 0 0.0 0.0 0 1770 t 28 42.4 70.9 1.1 Carlsbad Boulevard Southbound Start Time Lettj Thru j Right \ ~--------- Peak Hour From 07:00 to 08:45 -Peak 1 of 1 Intersection 07:30 · Volume 11 906 0. Percent 1.2 98.8 o.o 07:30 Volume 1 248 0 Peak Factor High Int. 07:30 ' Volume 1, 248 0 Peak Factor App. Total 917 I 249 I 2491 0.921 0 6 0 5 0 3 0 4 0 18 0 5 0 6 0 3 0 6 0 20 0 38 0.0 57.6 0.0 1.5 Left\ 19 51.4 5 07:45 9 1 1 0 2 4 1 1 0 2 4 8 7 0 7 0 8 0 13 0 35 0 6 0 10 0 9 0 6 0 31 0 66 l o 0.0 2.6 0.0 50 61 81 80 272 97 97 73 107 374 646 97.7 25.9 Ponto Drive Westbound Thru \ Right I App. Total 0 18 37 0.0 48.6 0 3 8 1, 1 2 1' 5 0 5 2 3 10 15 2.3 0.6 Left\', 0 0.0 o· 08:15 0 4 13 O· 0.712 0 0 1 0 1 0 0 0 3 3 4 51 0 62 0 83 0 81 0 277 0 97 0 102 0 75 0 110 0 384 0 661 \ 0 0.0 26.5 0.0 Carlsbad Boulevard Northbound Thru \ Right I 355 8 97.8 2.2 81 2 97 5 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 App. Total 363 83 102 0.890 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 Left\ 0 0.0 0 6:45:00 AM 0 0 0 0 0 0 0 0 0 01 0 0 0 0 0 0 0 0 0 0 0 0.: \ Ponto Drive Eastbound Thru \ Right\ 0 0 0.0 0.0 0 0 1 1 1 2 5 1 1 0 5 7 12 0.5 265 280 340 323 1208 335 319 286 349 1289 2497 99.5 App. Total 01 01 2 2 2 ~ 12 6 81 41 25 3 336 320 286 354 1296 2509 Int. Total \ 1317 340 0.968 Weather: Clear & Dry Counted By: D. Wellman Board#: 01-1432 . Loe: Carlsbad Blvd:& Ponto Drive ]LJ Joloc_j" ..5 ,~' 2i i=--t (L "LJ O 1= o h ' Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 Carlsbad Boulevar, Out In Total cmJ DTil ~ 0 11 :r Left 4 T North +i r Left Ri ht 0 8 ~ ~ Out Total : u~ ~~ 2:;; "'·~ !;;" .r-;:::Jc,; File Name Site Code Start Date Page No :06197240 : 00197240 : 7/26/2006 :2 Weather: Clear & Dry Counted By: D. Wellman Board #: 01-1432 Loe: Carlsbad Blvd & Ponto Drive ·---·------------· Carlsbad Boulevard Southbound Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 G ,rou PS p· G Ponto Dr'1ve Carlsbad Boulevard Westbound Northbound Ponto Drive Eastbound File Name Site Code Start Date Page No : 06197241 : 00197241 : 7/26/2006 : 1 Start Time Left I Thru I Right I Peds I App. Left \ Thru \ Right I Peds \ App. Left \ Thru \ Right \ Peds I App. Left \ Thru \ Right \ Peds \ App. Exclu. \ lnclu. \ Int.\ Total Total To1al Total Total Total Total 16:00 5 134 0 0 139 4 16:15 9 146 0 0 155 4 16:30 7 160 0 0 167 2 16:45 7 145 0 0 152 2 Total 28 585 0 0 613 12 17:00 7 148 0 0 155 4 17:15 3 160 0 0 163 3 17:30 9 167 0 0 176 3 17:45 6 144 0 0 150 3 Total 25 619 0 0 644 13 Grand Total Apprch % Total% 53 1204 0 4.2 95.8 0.0 1.8 40.4 ; 0.0 0 12571 25 37.9 42.1 0.8 Carlsbad Boulevard Southbound Start Time _ L~t l _ Thr~ht I ------ Peak Hour From 16:00 to 17:45 -Peak 1 of 1 Intersection 16:45 Volume 26 620 O Pe roe~ ~o 96~ QO 17:30Volume 9 167 O Peak Factor High Int. 17:30 Volume 9 167 0 Peak Factor App. Total 646 I 176 I 1761 0.918 0 2 0 9 0 6 0 3 0 20 0 7 0 4 0 1 0 9 0 21 0 41 0.0 62.1 0.0 1.4 Left I 12 44.4 3 17:00 4 0 6 0 13 0 8 0 5 0 32 0 11 0 7 0 4 0 12 0 34 0 66 \ 2.2 Ponto Drive Westbound Thru I Right I 0 15 0.0 55.6 0 1 0 7 0 189 0 216 0 184 0 232 0 821 0 183 0 218 0 222 0 178 0 801 0 1622 0.0 97.7 0.0 54.4 4 4 8 4 20 5, 2, 4 7, 18 38 2.3 1.3 6 2 3 0 11 3 2 2 8 15 26 193 0 220 0 192 0 236 0 841 0 188 0 220 0 226 0 185 0 819 0 1660 I o 0.0 55.6 0.0 Carlsbad Boulevard Northbound App. Left I Thru \ Right I Total 2: \ 0 855 15 0.0 98.3 1.7 0 222 4 116:45 11 0 232 4 0.614 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 App. Total 870 \ 226 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 Left\ 0 0.0 0 \ 3:45:00 PM 236 0.922 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o.: I Ponto Drive Eastbound Thru \ Right I 0 0 0.0 0.0 0 0 6 2 3 0 11 3 2 2 8 15 26 0.9 338 388 367 393 1486 354 390 406 347 1497 2983 99.1 App. Total 01 01 344 390 370 393 1497 357 392 408 355 1512 3009 Int. Total I 1543 406 0.950 Weather: Clear & Dry Counted By: 0. Wellman Board#: 01-1432 Loe: Carlsbad Blvd & Ponto Drive 0 c ti: 8LJ Oi_E &l, Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 arlsbad Boulevard Out In Total OZQJ I 546 I D:illJ 0 :r T North 26 Left L► '/26/2006 4:45:00 PM '/26/2006 5:30:00 PM 47 rt Left Riqht 0 15 DR] Out ~ Total Yl~h Q~ r .r~1;:::; File Name Site Code Start Date Page No : 06197241 : 00197241 : 7/26/2006 :2 Weather: Clear & Dry Counted By: S. Mangiafico Board#: Di-2172 Loe: Carlsbad Blvd NB & Avenida Encinas Southbound Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 Grou ps 1-'nnted-Group 1 Avenida Encinas Carlsbad Blvd Westbound Northbound Start Time Left I Thru :I Right I Peds I App. Left I Thru I Right I Peds I App. Left I Thru I Right I Peds I App. Total Total Total 07:00 0 0 0 0 07:15 0 0, 0 3 07:30 0 0 0 2 07:45 0 0 0 2 Total 0 0 0 7 08:00 0 0 0 5 08:15 0 0 0 1 08:30 0 0 0 0 08:45 0 0 0 1 Total 0 0 0 7 Grand Total 0 0 0 14 Apprch % o_o 0.0 o_o Total% 0.0 0.0 0.0 Southbound Start Time Left I Thru I Right I Peak Hour From 07:00 to 08:45 -Peak 1 of 1 Intersection 08:00 Volume O O 0 Percent 0.0 0.0 0.0 08:45 Volume O O O Peak Factor High Int. 6:45:00 AM Volume O O O Peak Factor · 0 0 39 0 0 38 0 0 55 0 0 64 0 0 196 0 0 33 0 0 37 0 0 40 0 0 69 0 0 179 o.: I 0 375 0.0 93.3 0.0 29.5 App. Left I Total OJ 0 0.0 01 0 08:45 OJ 0 5 1 44 1 48 17 2 66 2 0 40 0 55 21 0 76 6 0 61 0 73 33 0 106 0 0 64 1 77 32 3 110 13 1 209 2 253 103 5 358 3 0 36 0 90 24 1 114 6 0 43 1 86 31 1 118 4 0 44 0 83 38 7 121 1 0 70 2 94 47 1 143 14 0 193 3 353 140 10 496 27 1 4021 5 606 243 15 8541 6.7 0.6 71.0 28.5 2.1 31.6 0.4 47.6 19.1 67.1 I Avenida Encinas Carlsbad Blvd Westbound Northbound Thru I Right I App. Left I Thru I ··Right I Total 179 14 1931 3 353 140 92.7 7.3 0.6 71.2 28.2 69 1 70 2 94 47 I 08:45 69 1 70 2 94 47 0.689 Avenida Encinas Eastbound File Name Site Code Start Date Page No : 06197260NB : 00i 97260 : 7/26/2006 : i Left J Thru I Right I Peds I App. Exclu, 1 lnclu, 1 lnt._J Total Total Total Total 0 3 0 0 3 3 113 116 0 3 0 0 3 3 119 122 0 2 0 0 2 2 169 171 0 1 0 0 1 5 175 180 0 9 0 0 9 13 576 589 0 1 0 0 1 6 151 157 0 2 0 0 2 2 163 165 0 2 0 0 2 7 167 174 1 2 0 0 3 2 216 218 1 7 0 0 8 17 697 714 1 16 0 0 171 30 1273 1303 5.9 94.1 0.0 1.~ 0.1 1.3 0.0 2.3 97.7 Avenida Encinas Eastbound App. Left J Thru J Right I App. Int. Total I Total Total 496 1 7 0 81 697 12.5 87.5 0.0 143 1 2 0 31 216 0.807 08:45 143 1 2 0 3 0.867 0.667 Weather: Clear & Dry Counted By: S. Mangiafico Board#: D1-2172 Loe: Carlsbad Blvd NB & Avenida Encinas ~'c:=__j .'.:l r---,:, .c_. c Lflf- l8~ oh Traffic Data SeNice Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 Not Name, Out In Total °':" s: ~ l 01 0 OJ Ri~ht Thru Left ◄J L► ... i North 17/26/2006 8:00:00 AM bt26/2006 8:45:00 AM Group 1 +-i Lett 3 C]J Out r ~~lo File Name Site Code Start Date Page No : 06197260NB : 00197260 : 7/26/2006 :2 Weather: Clear & Dry Counted By: S. Mangiafico Board#: 01-2172 Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 Loe: Carlsbad Blvd NB & Avenida Encinas ·---·-----------_--,--·-···--·-······-·- Southbound t Start Time --Leal Thru I· Right I App. Total -·· 16:00 0 0 0 0 16:15 0 0 0 0 16:30 0 0 0 0 16:45 0 0 0 0 Total 0 0 0 0 17:00 0 0 0 0 17:15 0 0 0 0 17:30 0 0 0 0 17:45 0 0 0 0 Total 0 0 0 0 Grand Total Apprch % Tota/% 0 0.0 0.0 . 0 0.0 0.0 0 0.0 0.0 o.: I Sou1hbound Start Time Left I Thru J Right I --Peak Hour From 16:00 to 17:45 -Peak 1 of 1 Intersection 17:00 Volume O O 0 Percent 0.0 0.0 0.0 17:15Volume O O O Peak Factor High Int 3:45:00 PM Volume O O O Peak Factor Groups Printed-G Aveninda Encinas Carlsbad Blvd Westbound Northbound Left I Thru J Right J App. Left I Thru J Right I Total 0 34 0 48 0 54 0 45 0 181 0 46 0 51 0 55 0 54 0 206 0 387 0.0 92.1 0.0 15.8 App. Left J Total 01 0 0.0 OJ 0 17:45 01 0 7 3 4 3 17 6 5 1 4 16 33 7.9 1.3 41 51 58 48 198 52 56 56 58 2221 420 I 17.1 Aveninda Encinas Westbound Thru I Right I 206 16 92.8 7.2 51 5 54 4 0 177 0 205 0 195 0 198 0 775 1 201 0 229 0 209 1 194 2 833 2 1608 0.1 80.9 0.1 65.6 App. Total 222 56 58 0.957 46 56 47 49 198 46 41 45 47 179 377 19.0 15.4 Left] 2 0.2 0 17:15 0 Avenida Encinas Eas1bound App. Left I Thru J Right I Peds J Total 223 1 5 0 0 261 2 7 0 0 242 2 6 0 0 247 0 2 0 0 973 5 20 0 0 248 0 6 0 0 270 1 3 0 0 254 0 2 0 0 242 1 5 0 0 1014 2 16 0 0 19871 7 36 16.3 83.7 81.1 0.3 1.5 0 0.0 0.0 0 Carlsbad Blvd Northbound Thru J Right I App. Left J Total 833 179 1014 2 82.1 17.7 11.1 229 41 270 1 17:00 229 41 270 0 0.939 File Name Site Code Start Date Page No App. Total 6 9 8 2 25 6 4 2 6 18 431 1.8 Exclu. I Total 0 0 0 0 0 0 0 0 0 0 0 0.0 Avenida Encinas Eastbound Thru J Right I 16 0 88.9 0.0 3 0 6 0 : 06197261 NB : OOi 97261 : 7/26/2006 : 1 lnclu.] Total 270 321 308 297 1196 306 330 312 306 1254 2450 100.0 App. Total 18 I 41 6 0.750 Int. I Total 270 321 308 297 1196 306 330 312 306 1254 2450 Int. Total J 1254 330 0.950 Weather: Clear & Dry Counted By: S. Mangiafico Board#: D1-2172 Loe: Carlsbad Blvd NB & Avenida Encinas Nlc:::__j" ..'.:l ol-.c iE1. Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 Not Named Out In Total ~:~~ I 01 o o/ :r Tr Le .., .... I North '12612006 5· '/26/2006 S :~~ :oo PM I · .00 PM Group 1 I ~ r Left Ri ht 2 179 c=:m [Jfil] Out Total ·~~ L.,§ ::r~ -0) r ,r-~,o ~o C - File Name Site Code Start Date Page No : 06197261 NB : 00197261 : 7/26/2006 :2 Weather: Clear & Dry Counted By: B. Villanueva Board#: 01-2173 , · Loe: Carlsbad Blvd SB & Avenida Encinas ---~······------------· Carlsbad Blvd Southbound Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 G rou Printed-G PS I Avenida Encinas Westbound Northbound Start Time Left [ Thru \ Right [ Peds \ App. Left [ Thru [ Right \ Peds [ App. Left [ Thru [ Right [ Peds \ App. Total Total Total ··-07:00 2 209 0 4 211 07:15 3 211 0 2 214 07:30 2 261 0 0 263 07:45 1 219 0 1 220 --Total 8 900 0 7 908 08:00 1 217 0 2 218 08:15 2 198 0 0 200 08:30 2 209 0 2 211 08:45 3 201 0 2 204 Total 8 825 0 6 833 Grand Total 16 1725 0 13 1741 Apprch % 0.9 99.1 0.0 Total% 0.8 81.3 0.0 82.1 Carlsbad Blvd Southbound Start Time Left\ Thru [ Right I Peak Hour From 07:00 to 08:45 -Peak 1 of 1 Intersection 07:15 Volume 7 908 O Percent 0.8 99.2 0.0 07:30 Volume 2' 261 O Peak Factor High Int. 07:30 Volume 2 261 O Peak Factor 38 0 42 0 54 0 62 0 196 0 36 0 38 0 40 0 70 0 184 0 380 0 100. 0.0 0 17.9 0.0 App. Left\ Total 915 I 194 100.0 263 I 54. 07:45 2631 62 0.870 0 0 38 0 0 0 1 0 0 1 42 0 0 0 0 0 0 1 54 0 0 0 0 0 0 3 62 0 0 0 0 0 0 5 196 0 0 0 1 0 0 1 36 0 0 0 0 0 0 1 38 0 0 0 1 0 0 0 40 0 0 0 5 0 0 0 70 0 0 0 1 0 0 2 184 0 0 0 7 0 0 7 380 0 0 0 8 0 0.0 0.0 0.0 0.0 0.0 17.9 0.0 0.0 0.0 0.0 Avenida Encinas Westbound Northbound Thru \ Right I App. Left t Thru \ Right I Total 0 0 1941 0 0 0 0.0 0:0 0.0 0.0 0.0 0 0 54 0 0 0 I 6:45:00 AM 0 0 62 0.782 Avenida Encinas Eastbound File Name Site Code Start Date Page No : 06197260SB : 00197260 : 7/26/2006 : 1 Left [ Thru [ Right [ Peds [ App. Exclu. [ lnclu. [ Int. [ Total Total Total Total 0 0 0 2 0 7 249 256 0 0 0 1 0 4 256 260 0 0 0 0 0 1 317 318 0 0 0 0 0 4 282 286 0 0 0 3 0 16 1104 1120 0 0 0 2 0 5 254 259 0 0 0 0 0 2 238 240 0 0 0 0 0 7 251 258 0 0 0 0 0 3 274 277 0 0 0 2 0 17 1017 1034 0 0 0 5 01 33 2121 2154 0.0 0.0 0.0 0.0 0.0 0.0 o.o I 1.5 98.5 Avenida Encinas Eastbound App. Left I Thru \ Right I App. Int. Total j Total Total :1 0 0 0 01 1109 0.0 0.0 0.0 0 0 0 01 317 0.875 j 6:45:00 AM Weather: Clear & Dry Counted By: B. Villanueva Board#: 01-2173 Loe: Carlsbad Blvd SB & Avenida Encinas ro ~ LJ J:~ 0 011: ~ Traffic Data Service Sou"thwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 Carlsbad Blvd Out In Total C:::ill C9J5J Dill 0 :r i North '/26/20D6 7:15:00 AM /26/2006 8:00:00 AM Group 1 ~l I r Left Thru Right o[ ol Q_ ~ c:'.::::ill ~ ·. Out In Total 'Yloh □~ ~ (1) ;; File Name Site Code Start Date Page No : 06197260S8 : 00197260 : 7/26/2006 :2 Weather: Clear & Dry Counted By: B. Villanueva Board#: 01-2173 Loe: Carlsbad Blvd SB & Avenida Encinas -------------. Carlsbad Blvd Southbound ------------. Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 \.:irou Printed-G PS I - Avenida Encinas Westbound Northbound Left \ Thru \ Right \ Peds \ App. Left \ Thru \ Right \ Peds \ App. Left \ Thru \ Right\ Peds \ L. Start Time App. Total Total Tota\ - 16:00 6 150 0 2 16:15 9 151 0 2 16:30 8 144 0 0 16:45 2 154 0 1 Total 25 599 0 5 17:00 7 154 0 0 17:15 3 192 0 1 17:30 4 193 0 4 17:45 4 157 0 0 Total 18 696 0 5 Grand Total 43 1295 ' O 1 O Apprch.% 3.2 96.8 . 0.0 Total% 2.5 75.2 0.0 Carlsbad Blvd Southbound 156 32 160 51 152 52 156 44 624 179 161 47 195 51 197 55 161 53 714 206 1338 I 385 100. 0 77.7 I 22.3 Start Time Left\ Thru \ Right I App. Total --~ -· Peak Hour From 16:00 to 17:45 -Peak 1 of 1 Intersection 17:00 Volume 18 696 O 714 I Percent 2.5 97.5 0.0 17:30 Volume 4 193 O 197 I Peak Factor High Int. 17:30 Volume 4 193 O Peak Factor 197 l 0.906 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 Left\ 206 100.0 55 17:30 55 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 5 1 0 1 7 2 1 2 3 8 15 32 51 52 44 179 47 51 55 53 206 385 22.3 Avenida Encinas Westbound Thru \ Right I 0 0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 0 0 0 0 4 0 0 0 0 7 0 0 0 o· 1 0 0 0 0 4 0 0 0 0 4 0 0 0 0 0 0 0 0 0 9 0 0 0.0 0.0 0 0.0 0.0 0 16 0 0.0 0.0 0.0 Northbound App. Left\ Thru \ Right I Total 2061 0 0 0 0.0 0.0 0.0 55 0 0 0 ) 3:45:00 PM 55 0.936 Avenida Encinas Eastbound File Name Site Code Start Date Page No : 06197261 SB : 00197261 : 7/26/2006 : 1 Left \ Thru \ Right \ Peds \ Exclu. \ l~~~~jr T~~i] App. Total Total 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 App. Total 0 0 0 13, 0 0 1 0 0 6 0 0 3 0 0 23 0 0 2 0 0 9 0 0 3 0 0 5 0 0 19 0 0 42 0 0.0 0.0 0.0 Avenida Encinas Eastbound Left\ Thru I Right I 0 0 0 0.0 0.0 0.0 0 0 0 3:45:00 PM 20 188 208 5 211 216 8 204 212 9 200 209 42 803 845 5 208 213 15 246 261 13 252 265 8 214 222 41 920 961 83 1723 1806 4.6 95.4 App. Int. Total\ Total 01 920 01 252 0.913 Weather: Clear & Dry Counted By: B. Villanueva Board#: 01-2173 Loe: Carlsbad Blvd SB & Avenida Encinas ~ LJ ~ "5 0 o,c:: _j' -3 01.:c u Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 arlsbad Blvd Out In Total C]J DHl c:::::IBl 0 18 :~r Left 4 T North '/26/2006 5:00:00 PM '/26/2006 5:45:00 PM ~ Left 0 c:::::@l Out r Riqht 0 c:::::@l Total Yloh ~~< a, a' r +~lg File Name Site Code Start Date Page No : 06197261 SB : 00197261 : 7/26/2006 :2 Weather: Clear&. Dry Counted By: S. Mangiafico Board#: 01-2172 Loe: La Costa Ave. & Carlsbad Blvd. La Costa Avenue Southbound Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 1..:,rou ps n1mea-1..:,roup 1 Carlsbad Boulevard La Costa Avenue Westbound Northbound Start Time Le;~-Th;~ [ Right [ Peds [ App. Left [ Thru [ Right [ Peds I App. Left [ Thru \ Right [ Peds [ App. Total Total Total 07:00 27 214 0 0 241 66 07:15 41 239 0 0 280 98 07:30 67 286 0 2 353 82 07:45 52 248 0 0 300 110 Total 187 987 0 2 1174 356 08:00 61 243 0 0 304 66 08:15 73 211 0 0 284 94 08:30 57 176 0 0 233 83 08:45 106 172 0 0 278 74 Total 297 802 0 0 1099 317 Grand Total 484 1789 0 2 22731 673 Apprch % 21.3 78.7 0.0 67.7 Total¾ 12.2 45.0 0.0 57.1 I 16.9 La Costa Avenue Southbound Start Time Left I Thru I Right I Peak Hour From 07:00 to 08:45 -Peak 1 of 1 Intersection 07:15 Volume 221 1016 0 Percent 17.9 82.1 0.0 07:30 Volume 67 286 0 Peak Factor High Int. 07:30 .Volume 67 286 0 Peak Factor App. Total 12371 353 3531 0.876 0 29 0 95 0 49 22 0 71 0 31 0 129 0 60 30 0 90 0 43 0 125 0 49 32 0 81 0 44 0 154 0 58 30 1 88 0 147 0 503 0 216 114 1 330 0 38 0 104 0 55 32 1 87 0 40 0 134 0 50 30 0 80 0 46 0 129 0 65 55 0 120 0 50 0 124 0 55 40 0 95 ·0 174 0 491 0 225 157 1 382 0 321 0 9941 0 441 271' 2 7121 0.0 32.3 0.0 61.9 38.1 0.0 8.1 25.0 0.0 11.1 6.8 17.9 Carlsbad Boulevard La Costa Avenue Westbound Northbound Left\ Thru I Right I App. Left I : · Thru I Right I Total 356 0 156 512 0 222 124 69.5 0.0 30.5 0.0 64.2 35.8 82 0 43 125 0 49 32 07:45 07:15 110 0 44 154 0 60 30 0.831 Carlsbad Boulevard Eastbound File Name Site Code Start Date Page No :06197280 : 00197280 : 7/25/2006 : 1 - Left [ Thru [ Right [ Peds [ App. Exclu. [ lnclu. I Int. I Total Total Total Total 0 0 0 0 0 0 407 407 0 0 0 0 0 0 499 499 0 0 0 0 0 2 559 561 0 0 0 0 0 1 542 543 0 0 0 0 0 3 2007 2010 0 0 0 0 0 1 495 496 0 0 0 0 0 0 498 498 0 0 0 0 0 0 482 482 0 0 0 0 0 0 497 497 0 0 0 0 0 1 1972 1973 0 0 0 0 01 4 3979 3983. 0.0 0.0 0.0 o.o I 0.0 0.0 0.0 0.1 99.9 Carlsbad Boulevard Eastbound App. Left [ Thru \ Right I App. Int. Total I Total Total 346 0 0 0 0 2095 0.0 0.0 0.0 81 0 0 0 0 559 0.937 6:45:00 AM 90 0.961 Weather: Clear & Dry Counted By: S. Mangiafico Board#: 01-2172 Loe: La Costa Ave. & Carlsbad Blvd. ~□ ul--cil > 11) =i 0 0 C Cl)- u "' n " LJ -;:: 0 rn-IUo 0 1E_j --' OE cri. Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 Out ON] 0 221 :r Left 4 i North /25/2006 7:15:00 AM /25/2006 8:00:00 AM ~ r Left Ri ht 0 124 om] Oilll, Out Total ~o u[;h ~ ::r en -m ~i~ ~~ '" - ~ File Name Site Code Start Date Page No :06197280 : 00197280 : 7/25/2006 :2 Weather: Clear & Dry Counted By: S. Mangiafico Board#: D1-2172 Loe: La Costa Ave. & Carlsbad Blvd. --· La Costa Avenue Southbound Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (6i 9) 390-8427 l.irou PS p Carlsbad Boulevard La Costa Avenue Westbound Northbound Start Time Left \ Thru \ Right \ Peds \ App. Left \ Thru \ Right \ Peds \ App. Left \ Thru \ Right I Peds I App. Total Total Total 16:00 64 109 0 0 173 47 16:15 76 122 0 0 198 43 16:30 60 116 ' 0 0 176 58 16:45 80 124 0 0 204 48 Total 280 471 0 0 751 196 17:00 65 118 0 1 183 58 17:15 86 152 0 0 238 63 17:30 68 127 0 4 195 61 17:45 66 114 0 2 180 57 Total 285 511 0 7 796 239 Grand Total 565 982 0 7 15471 435 Apprch % 36.5 63.5 0.0 50.2 Total% 13.4 23.3 0.0 36.7 10.3 La Costa Avenue Southbound _ _ St~rt Time __ Lef~ _Thrj ~ght \ Peak Hour From 16:00 to 17:45 -Peak 1 of 1 Intersection 17:00 Volume 285 · 511 O Percent 35.8 64.2 0.0 17:15 Volume 86 152 0 Peak Factor High Int. 17:15 Volume 86 152 O Peak Factor App. Total 7961 238 2381 0.836 0 46 0 93 0 183 57. 0 240 0 54 0 97 0 155 51 i 2 206 0 53 0 111 0 150 46' 0 196 0 48 0 96 0 155 55 0 210 0 201 0 397 0 643 209, 2 852 0 56 0 114 0 149 60 0 209 0 55 0 118 0 209 67 2 276 0 58 0 119 0 160 59 2 219 0 62 1 119 0 180 65 3 245 0 231 1 470 0 698 251 7 949 0 432 1 8671 0 1341 460 9 1801 I 0.0 49.8 0.0 74.5 25.5 0.0 10.2 20.6 0.0 31.8 10.9 42.7 Carlsbad Boulevard La Costa Avenue Westbound Northbound Left\ Thru \ Right I App. Left J · Thru J Right I Total 239 0 231 470 0 698 251 50.9 0.0 49.1 0.0 73.6 26.4 63 0 55 118 0 209 67 17:30 17:15 61 0 58 119 0 209 67 0.987 Carlsbad Boulevard Eastbound File Name Site Code Start Date Page No Lett \ Thru \ Right \ Peds \ App. Exclu. I Total Total 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 1 0 0 0 0 0 2 0 0 0 0 0 6 0 0 0 0 0 6 0 0 0 0 0 15 0 0 0 0 o.: I 17 0.0 0.0 0.0 0.0 0.0 0.0 0.4 Carlsbad Boulevard Eastbound App. Left\ Thru J Right I Total 949 0 0 0 0.0 0.0 0.0 276 0 0 0 3:45:00 PM 276 0.860 : 06197281 : OOi 97281 : 7/25/2006 : i lnclu. \ Total Int. I Total 506 506 501 503 483 483 510 510 2000 2002 506 507 632 634 533 539 544 550 2215 2230 4215 4232 99.6 App. Int. Total Total 01 2215 01 632 0.876 Weather: Clear & Dry Counted By: S. Mangiafico Board#: D1 -2172 Loe: La Costa Ave. & Carlsbad Blvd. 01 ~J __J 2 LJ ~e ~ :3□ a E 0 ~ Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 La Costa Avenue Out In Total Cllil~[illfil T North ~ Lett 0 ~ Out 285 Left L► r Ri_g_ht 251 o:@J Total UITT ~o C ::,-W -~ -~ ~i~ ic1 o-a,!!!. File Name Site Code Start Date Page No : 06197281 : 00197281 : 7/25/2006 :2 Weather: Clear & Dry Counted By: B. Villanueva Board #: 01 -2278 Loe: La Costa Ave. & Vulcan Ave. La Costa Avenue Southbound l~~ -~ App. Left e Left Thru Right Peds Total 07:00 0 0 0 0 07:15 0 0 0 0 07:30 0 0 0 0 07:45 0 0 0 0 Total 0 0 0 0 08:00 0 0 0 1 08:15 0 0 0 0 08:30 0 0 0 0 08:45 0 0 0 0 Total 0 0 0 1 Grand Total 0 O· 0 1 Apprch % 0.0 0.0. 0.0 Total% 0.0 0.0 0.0 La Costa Avenue Southbound Start Time Left J Thru J Right I Peak Hour From 07:00 to 08:45 -Peak 1 of 1 Intersection 07:45 Volume O O O Percent 0.0 0.0 0.0 07:45 Volume O O O Peak Factor High Int. 6:45:00 AM Volume O · 0 0 Peak Factor 0 36 0 45 0 49 0 57 0 187 0 38 0 32 0 34 0 27 0 131 o I 318 26.2 0.0 14.4 App. Total OI 01 OI Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax(619)390-8427 Groups Printed-Group 1 Vulcan Avenue La Costa Avenue Westbound Northbound Thru Right Peds App. I . App. Total Left i Thru Right Peds Total 89 0 0 125 8 0 24 0 32 121 0 0 166 14 0 24 1 38 111 0 0 160 11 0 37 0 48 131 0 0 188 24 0 33 0 57 452 0 0 639 57 0 118 1 175 98 0 1 136 7 0 33 0 40 121 0 0 153 11 0 35 0 46 121 0 0 155 15 0 231 0 38 105 0 0 132 16 0 26 0 42 445 0 1 576 49 0 117 0 166 897 0 1 12151106 0 235 1 341 I 73.8 0.0 31.1 0.0 68.9 40.6 0.0 55.0 4.8 0.0 10.6 15.4 Vulcan Avenue La Costa Avenue Westbound Northbound Left J Thru) Right I App. Left) · Thru) Right I Total 161 471 0 632 57 0 124 25.5 74.5 0.0 31.5 0.0 68.5 57 131 0 188 24 0 33 07:45 07:45 57 131 0 188 24 0 33 0.840 File Name : 06197290 Site Code : 00197290 Start Date : 7/25/2006 Page No : 1 Vulcan Avenue Eastbound Left Thru Right Peds App. Exclu. lnclu. Int. Total Total Total Total 0 41 8 0 49 0 206 206 0 60 10 0 70 1 274 275 0 68 16 0 84 0 292 292 0 62 13 1 75 1 320 321 0 231 47 1 278 2 1092 1094 0 70 12 2 82 4 258 262 0 81 11 0 92 0 291 291 0 97 10 0 107 0 300 300 0 87 9 2 96 2 270 272 0 335 42 4 377 6 1119 1125 0 566 89 5 6551 8 2211 2219 0.0 86.4 13.6 0.0 25.6 4.0 29.6 0.4 99.6 Vulcan Avenue Eastbound App. Left) Thru) Right I App. Int. Total J Total Total 181 0 310 46 356 ! 1169 0.0 87.1 12.9 57 0 62 13 751 320 0.913 08:30 57 0 97 • 10 107 0.794 0.832 Weather: Clear & Dry Counted By: B. Villanueva Board#: D1-2278 Loe: La Costa Ave. & Vulcan Ave. @ ~ ~ > -N °'IO 0 o,'@_j" _J '.;\'11: h Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 La Costa Avenue Out In Total ~ ~ ~ I I I oi7 o] :r Tr LL: T North '/25/2006 7:45:00 AM '/25/2006 8:30:00 AM ~ r Left Riqht 57 124 DQ2J Out u ;?;lo ~ o C - r ,roj~ • ;:rm C 0 p, => File Name Site Code Start Date Page No : 06197290 :00197290 : 7/25/2006 :2 Weather: Clear & Dry Counted By: B. Villanueva Board#: 01-2278 Loe: La Costa Ave. & Vulcan Ave. La Costa Avenue Southbound ------t~-~- Start Time Left Thru . Right Peds App. Left Total 16:00 0 0 0 0 16:15 0 0 0 0 16:30 0 0 0 0 16:45 0 oi 0 0 Total 0 0 0 0 17:00 0 0 0 0 17:15 0 0 0 0 17:30 0 0 0 0 17:45 0 0 0 0 Total 0 0 0 0 Grand Total 0 0-0 0 Apprch % 0.0 0.0 0.0 Total% 0.0 0.0 0.0 La Costa Avenue Southbound Start Time left j Thru j Right I --Peak Hour From 16:00 to 17:45 -Peak 1 of 1 Intersection 17:00 Volume 0 0 0 Percent 0.0 0.0 0.0 17:45 Volume O O O Peak Factor Higl1 Int 3:45:00 PM Volume 0 0 0 Peak Factor 0 22 0 22 0 22 0 32 0 98 0 27 0 28 0 30 0 23 0 108 o I 206 21.2 0.0 9.4 App. Total OI OI OI Traffic Data SeNice Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 Grau s Printed-Grou 1 Vulcan Avenue La Costa Avenue Westbound Northbound Thru Right Peds App. Left Thru Right Peds App. Total Total 83 0 0 105 15 0 21 1 36 80 0 0 102 17 0 20 0 37 93 0 0 115 18 0 28 0 46 93 0 0 125 11 0 31 0 42 349 0 0 447 61 0 100 1 161 100 0 0 127 9 0 28 0 371 98 0 0 126 21 0 22 0 43 104 0 1 134 10 0 21 0 31 113 0 0 136 10 0 32 0 42' 415 0 1 523 50 0 103 0 153 764 0 1 970 \ 111 0 203 1 3141 78.8 0.0 35.4 0.0 64.6 34.9 0.0 44.3 5.1 0.0 9.3 14.3 Vulcan Avenue La Costa Avenue Westbound Northbound left j Thru j Right I App. Left j Thru j Right I Total 108 415 0 5231 50 0 103 20.7 79.3 0.0 32.7 0.0 67.3 23 113 0 136 10 0 32 17:45 117:15 23 113 0 136 21 0 22 0.961 File Name : 06197291 Site Code : 00197291 Start Date : 7/25/2006 Page No : 1 Vulcan Avenue Eastbound Lett Thru Right Peds App. Exclu. lnclu. Int. Total Total Total Total 0 88 9 0 97 1 238 239 0 96 22 1 118 1 257 258 0 89 13 0 102 0 263 263 0 98 16 0 114 0 281 281 0 371 60 1 431 2 1039 1041 0 107 15 0 122 0 286 286 0 110 17 0 127 0 296 296 0 91 16 0 107 1 272 273 0 104 15 1 119 1 297 298 0 412 63 1 475 2 1151 1153 0 783 123 2 9061 4 2190 2194 0.0 86.4 13.6 0.0 35.8 5.6 41.4 0.2 99.8 Vulcan Avenue Eastbound App. Left j Thru j Right I App. Int. Total I Total Total 153 0 412 63 475 I 1151 0.0 86.7 13.3 42 0 104 15 1191 297 0.969 17:15 43 0 110 17 127 0.890 0.935 Weather: Clear & Dry Counted By: B. Villanueva Board#: 01-2278 Loe: La Costa Ave. & Vulcan Ave. -~ ~~ ~ "' E ~ "' "' > C: r--<l'.-" !_~ ::, <O 0 " o,~__J- -' "'1-<0h Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 [a Cos1aAvenue Out In Total C]] ~ C]] I I I 017 01 :r ]u Lt T North '/25/2006 5:00:00 PM '/25/2006 5:45:00 PM Group 1 +-i r Left Riqht 50 103 om Out ~ Total u ~lo [;;°~ ..r::::155 ~~ C: ci ~ :, ~ < (t) i } g "' - File Name Site Code Start Date Page No : 06197291 : 00197291 : 7/25/2006 :2 RICK ENGINEERING TURL~ING MOVEMENT ANALYSIS Page 1 of3 City: Carlsbad Intersection of: N/S Street: I-5 Southbound Ramps File: 2006 Int #59 E/W Street : La Costa A venue Data Collected by : Mark, Matt Count Date: Day: Thursday Traffic Control : Signalized 07/27/06 Weather: Sunny B North A roach SB West A roach EB East A B 15 ·min Total End of 15 min. prd. Left U-Tm Thru Right Peds Left U-Tm Thru Right Peds Left U-Tm Thru Right Peds Left U-Trn Thru Right Peds Vehicles Peds 6:15 AM 0 0 0 0 0 34 0 1 8 0 0 0 29 18 0 119 0 42 0 0 251 0 6:30AM 0 0 0 0 0 62 0 1 29 0 0 0 34 23 1 131 0 40 0 0 320 1 6:45 AM 0 0 0 0 0 64 0 0 39 0 0 0 57 20 0 130 0 95 0 0 405 0 7:00AM 0. 0 0 0 0 87 0 0 25 0 0 0 81 29 0 131 0 53 0 0 406 0 7:15 AM 0 0 0 0 0 97 0 1 68 0 0 0 67 8 0 115 1 79 0 0 436 0 7:30AM 0 0 0 0 0 99 0 0 78 0 0 0 87 11 0 118 1 95 2 0 491 0 7:45 AM 0 0 0 0 0 164 0 1 56 0 0 0 108 18 0 85 1 88 0 0 521 0 8:00AM 0 0 0 0 0 148 0 2 90 0 0 0 123 25 0 85 1 109 0 0 583 0 8:15 AM * 0 0 0 0 0 146 0 0 90 0 0 0 124 12 0 70 0 83 0 0 525 0 8:30AM * 0 0 0 0 0 181 0 3 68 0 0 0 107 15 0 89 0 130 0 0 593 0 8:45 AM * 0 0 0 0 0 171 0 1 106 0 0 0 122 21 0 60 0 114 0 0 595 0 9:00AM * 0 0 0 0 0 160 0 0 82 1 0 0 134 13 0 75 1 120 0 0 585 1 Max. 15min. }:~~ k.}t;r~:2j::;.(!j~,:~1.it}i~•\:P,?hm Firt?f:tgwiwi!1F:•t}i~}1;wlbit 131 1 130 2 o I 595 1 Pk. Hr. Vol. \ii,(,; -'.'iW<.:/447\V? .o,l'ii;t;, 6'\;, 2293 1 8:00AM Peak Intersection Traffic in Pk. Hr. = 2298 Peak Hr. Factor 0.97 9:00AM Hour Intersection Pdstrns in Pk. Hr. = 1 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 4:00 PM * 0 0 0 0 0 126 0 0 45 0 0 0 121 28 2 127 0 117 0 0 564 2 4:15PM * 0 0 0 0 0 132 0 0 54 0 0 0 128 20 0 113 0 96 0 1 543 1 4:30 PM * 0 0 0 0 0 131 0 3 64 0 0 0 141 19 0 123 0 122 0 0 603 0 4:45 PM * 0 0 0 0 0 97 0 5 55 0 0 0 154 15 2 94 0 102 0 1 522 3 5:00 PM 0 0 0 0 0 129 0 5 31 0 0 0 137 23 0 111 0 93 0 1 529 1 5:15 PM 0 0 0 0 0 126 0 4 49 0 0 0 130 26 0 88 1 131 0 0 555 0 5:30 PM 0 0 0 0 0 116 0 0 40 0 0 0 134 17 0 124 0 114 0 1 545 1 5:45 PM 0 0 0 0 0 103 0 15 46 0 0 0 127 22 0 112 0 120 0 0 545 0 6:00 PM 0 0 0 0 0 101 0 0 46 0 0 0 149 17 0 90 0 121 0 0 524 0 6:15 PM 0 0 0 0 0 128 0 1 68 0 0 0 116 38 2 98 1 135 0 0 585 2 6:30 PM 0 0 0 0 0 83 0 7 45 0 0 0 115 19 0 105 0 117 0 0 491 0 Max. 15 min. ::!~~.c::;~:,~·•:'..'.~-.:li't··lls;,.·:·:::;:~'\ ~-t~·t•:;(,:~·x;~;-~~~;~;s,~~X<::::·;:~-]•~n;-~,~"'1~1-:: .g;_~··;}:\\2 6 2~ 3r•::Y~ Pk. Hr. Vol. 3:45 PM Peak · : IIi.tefsection Traffic in Pk. Hi. = 2232 Peak Hr. Factor 0.93 4:45 PM Hour Intersection Pdstrns in Pk. Hr. = 6 RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : I-5 Northbound Ramps E/W Street : La Costa A venue Count Date: 07/27/06 Day : Thursday Weather: Sunny North Approach (SB File : 2006 Int #60 Data Collected by: Joe, John Traffic Control : SignaliLed West Approach (EB East A Page 1 of3 B 15 min Total End of 15 min. prd. Left U-Trn Thrn Right Peds \ Left U-Trn Torn Right Peds \ Left U-T~ Thru Right Peds \ Left U-Trn Thrn Right Peds \Vehicles Peds 6:15 AM 6:30AM 6:45 AM 7:00AM 7:15 AM 7:30AM 7:45 AM 8:00AM * 8:15 AM * 8:30 AM * 8·.45 AM * 9:00 AM Max. 15 min. Pk. Hr. Vol. 7:45 AM Peak 8:45 AM Hour 3:45 PM 4:00 PM 4:15 PM 4:30PM 4:45 PM 5:00 PM * 5:15 PM * 5:30 PM * 5:45 PM * 6:00 PM 6:15 PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 4:45 PM Peak 5:45 PM Hour 15 10 1'4 9 15 12 20 16 19 22 13 18 0 0 0 0 0 0 0 0 0 0 0 0 0 85 0 0 113 0 0 174 0 0 160 0 0 117 0 0 149 0 0 129 0 0 128 0 4 111 0 0 125 0 0 122 0 1 97 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1iz~3;:::ff\;,;;1&:9i1,wi!;:;~R'.};j\Jir~t'· 0 30 36 27 28 26 24 37 27 39 28 42 42 Intersection Traffic in Pk. Hr. Intersection Pdstms in Pk. Hr. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 0 0 139 0 0 117 0 3 137 0 1 157 0 0 149 0 1 154 0 6 146 0 3 150 0 0 151 0 1 140 0 5 167 . 0 6 167 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Intetsection•Traffic in Pk:Hr.'····· = 2922 ··· Intersection Pdstrns in Pk. Hr. = 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 10 25 35 30 40 34 48 41 52 41 48 18 49 51 48 54 52 36 32 42 35 38 42 0 39 0 0 75 0 0 95 0 1 116 0 0 145 0 0 136 0 0 199 0 0 238 0 0 207 0 0 216 0 0 250 0 0 272 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 152 46 0 0 142 53 0 0 208 74 0 0 166 71 1 0 191 96 0 0 194 104 1 0 150 113 0 0 179 125 0 0 148 109 0 0 201 96 0 0 166 110 0 0 174 108 0 351 403 590 558 594 635 645 734 639 712 702 718 o o 208 125 1 I 734 1,.,,, '.'.i·v,,.·••1?/Q•~·1t/o '!if;'i69{f':44Q'?4}fo},'· 2787 0.95, 0 76 0 0 200 0 0 203 0 0 214 0 0 180 0 1 209 0 0 218 0 0 209 0 3 198 0 0 232 0 0 224 0 0 154 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23 24 0 0 206 119 0 0 172 105 1 0 213 79 0 0 178 100 1 0 183 111 1 0 192 97 0 0 196 96 1 0 222 102 0 0 171 78 0 0 196 73 0 0 190 86 0 157 743 684 721 698 731 722 722 747 706 700 686 0 \ 54 3 232 0 1 I O O 222 119 1 I 747 \·162'\!'1H,,;:{,,: 834:;;f·.,c;o;.;·"' ./.o.-p )0,:·os:;ff.S:o;}Jii't]9f(/4o_6ti'.:.!Li':! 2922 · PeakHr:·Factor"·"'"" "0:98';'"·----'· ·' ... ,. l 0 0 1 0 1 0 0 0 0 0 0 1 0 0 0 1 1 2 1 0 1 0 0 0 0 2 2 Weather: Clear & Dry Counted By: M. Archibald Board No.: 01-2279 Loe: Piraeus St & La Costa Ave Southbound [ -Pl,ae"s St,eet ___ start Time Left _!hru Right Peds App. Total 07:00 07:15 07:30 07:45 Total 08:00 08:15 08:30 08:45 Total Grand Total Apprch % Total% 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 Start Time ~- 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 Left J 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 Piraeus Street Southbound Thru J Right I Peak Hour From 07:00 to 08:45 -Peak 1 of 1 Intersection 07:30 Volume O O 0 Percent 0.0 0.0 0.0 07:30 Volume O O O Peak Factor High Int. 6:45:00 AM Volume O O O Peak Factor 0 0 0 0 0 0 0 0 0 0 o.: l Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-,8495 Fax (619) 390-8427 La Costa Avenue Westbound Left Thru Right Peds 5 245 3 251 5 270 5 258 18 1024 1 246 8 271 11 263 5 244 25 1024 43 2048 2.1 97.9 0.9 42.7 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 Grau s Printed-Grou 1 App. Left Total 250 16 254 12 275 11 263 19 1042 58 247 15 279 12 274 12 249 16 1049 55 2091 l 113 66.1 43.6 2.4 Piraeus Street Northbound Thru Right Peds 0 4 0 0 6 0 0 9 0 0 4 0 0 23 0 0 9 0 0 6 0 0 5 0 0 15 0 0 35 0 0 58 0 0.0 33.9 0.0 1.2 App. Total 20 18 20 23 81 24 18 ,17 31 90 171 l 3.6 La Costa Avenue Piraeus Street Westbound Northbound App. Left J Thru J Right I App. Left J Thru J Right I Total Total 0I 19 1045 0 1064 l 57 0 28 1.8 98.2 0.0 67.1 0.0 32.9 0I 5 270 0 275 11 · 0 9 08:15 I 08:00 . 0I 8 271 0 279 15: 0 9 0.953 1 File Name : 06197320 Site Code :00197320 Start Date : 7/25/2006 Page No : 1 La Costa Avenue Eastbound Left Thru Right Peds \ App. Exclu. Total Total 0 221 0 254 0 341 0 333 0 1149 0 264 0 302 0 291 0 284 0 1141 0 2290 0.0 90.2 0.0 47.7 App. Total 85 20 24 0.885 22 30 48 33 133 41 26 25 24 116 249 9.8 5.2 Left J 0 0.0 0 07:30 0 0 0 0 0 0 0 0 0 0 0 0 243 284 389 366 1282 305 328 316 308 1257 2539 l 52.9 La Costa Avenue Eastbound Thru J Right I 1240 148 89.3 10.7 341 48 341 48 0 0 0 0 0 0 0 0 0 0 0 0.0 lnclu. Total 513 556 684 652 2405 576 625 607 588 2396 4801 100.0 App. Total 1388 \ 3891 389 0.892 Int. Total 513 556 684 652 2405 576 625 607 588 2396 4801 Int. Total j 2537 684 0.927 Weather: Clear & Dry Counted By: M. Archibald Board No.: 01 -2279. Loe: Piraeus St & La Costa Ave o,""____f j '°1.-" .c ~en, Traffic Data Service Sou1hwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 Piraeus Streef Out In Total CQ] y CQ] I I I 01 O! O! :r Tr Le T i North /25/2006 7:30:00 AM /25/2006 8:15:00 AM ◄7 ~ Left Ri ht 57 28 c:J]zJ D@ Out Total u ~lo io C: - ~~lw "' File Name Site Code Start Date Page No : 06197320 : 00197320 : 7/25/2006 :2 Weather: Clear & Dry Counted By: M. Archibald Board No.: 01-2279 Loe: Piraeus St & La Costa Ave ·--Piraeus Street Southbound Start Time Left J Thru J Right I Peds I App. Total 16·.oo 0 0 0 0 16:15 0 0 0 0 16:30 0 0 0 0 16:45 0 0 0 0 Tota! 0 0 0 0 17:00 0 0 0 0 17:15 0 0 0 0 17:30 0 0 0 0 17:45 0 0 0 0 Total 0 0 0 0 Grand Total 0 0 0 0 Apprch % 0.0 0.0 0.0 Total% 0.0 0.0 0.0 Piraeus Street Southbound Start Time Left I Thru I Right I Peak Hour From 16:00 to 17:45 -Peak 1 of 1 Intersection 17:00 Volume O O O Percent 0.0 0.0 0.0 17:15 Volume O O O Peak Factor High Int. 3:45:00 PM Volume O O O Peak Factor 0 0 0 0 0 0 0 0 0 0 o.: I Traffic Data SeNice Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 Grou ps 1-'nnted-lirouP 1 La Costa Avenue Piraeus Street Westbound Northbound Left J Thru j Right I Peds I App. Left J Thru J Right I Peds I App. Total Total 8 252 0 0 260 21 0 5 0 26 5 215 0 0 220 13 0 9 0 22 1 251 0 0 252 11 0 6 0 17 2 228 0 0 230 12 0 8 0 20 16 946 0 0 962 57 0 28 0 85 4 296 0 0 300 18 0 10 0 28 16 320 0 o. 336 16 0 7 0 23 9 283 0 0 292 12 0 3 0 15 5 288 0 0 293 17 0 4 0 21 34 1187 0 0 1221 63 0 24 0 87 50 2133 0 0 21331·120 0 52, 0 1721 2.3 97.7 o.o 69.8 0.0 30.2 1.0 43.1 0.0 44.1 2.4 0.0 1.1 3.5 La Costa Avenue Piraeus Street Westbound Northbound App. Left I Thru I Right I App. Left J Thru I Right I Total Total OI 34 1187 0 1221 63 0 24 2.8 97.2 0.0 72.4 0.0 27.6 o I 16 320 0 336 16 0 7 17:15 17:00 OI 16 320 0 336 18 0 10 0.908 La Costa Avenue Eastbound File Name Site Code . Start Date Page No : 06197321 : 00197321 : 7/25/2006 : 1 Left I Thru I Right I Peds J App. Exclu. , lnclu. I Int.] Total Total Total Tote!! 0 264 6 0 270 0 556 556 0 310 6 0 316 0 558 558 0 294 11 0 305 0 574 574 0 306 17 0 323 0 573 573 0 1174 40 o. 1214 0 2261 2261 0 345 18 0 363 0 691 691 0 325 19 0 344 0 703 703 0 326 18 0 344 0 651 651 0 320 8 0 328 0 642 642 0 1316 63 0 1379 0 2687 2687 0 2490 103 0 25931 0 4948 4948 0.0 96.0 4.0 0.0 50.3 2,1 52.4 0.0 100.0 La Costa Avenue Eastbound App. Left J Thru I Right I App. Int. Total J Total Total 87 0 1316 63 1379 I 2687 0.0 95.4 4.6 23 0 325 19 3441 703 0.956 17:00 28 0 345 18 363 0.777 0.950 Weather: Clear & Dry Counted By: M. Archibald Board No.: D 1-2279 Loe: Piraeus St & La Costa Ave ~~ -w ~(\J Q) ::, C CJ O> ~E~ "' 1n 0 ...J ::,N ~-~ o~ 0 ~__j _, <'1-(!) .c u Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 1raeus ~treet Out In Total c=m~~ I I I 01 o 01 :r Tr LC T North /25/2006 5:00:00 PM /25/2006 5:45:00 PM ~ r Left Ri ht 63 24 Dz] OM] Out Total u ;;,-~o r ~~ 't; io C -P> C: 0 ~ ~ N:j'W ~ ~ ro ::, i~~ 9. I!!. File Name Site Code Start Date Page No : 06197321 : 00197321 : 7/25/2006 :2 RICK ENGINEERING TURNING MOVEMENT ANALYSIS City : Carlsbad Intersection of: N/S Street : El Camino Real E/W Street: La Costa Avenue Count Date: 07/18/06 Day : Tuesday Weather: Sunny File : 2006 Int# 17 Data Collected by : Raul (AM), Tyler (PM), Matt, Sam Traffic Control : Signalizyd Pagelof3 South Approach (NB) North Approach (SB) West Approach (EB) East Annroach IWB) 15 min Total End of 15 min. prd. Left U-Trn Thru Right Peds Left U-Trn Thru Right Peds Left U-Trn Thru Right Peds Left U-Trn Thru Right Peds Vehicles Peds 6:15 AM 11 l 30 5 0 3 0 51 114 l 83 0 41 12 l 10 l 79 10 0 451 2 6:30AM 34 3 51 2 0 l O 119 138 2 95 0 67 22 0 17 0 79 13 l 641 3 6:45 AM 16 0 54 4 2 4 0 161 125 0 165 0 78 50 0 24 0 134 19 0 834 2 7:00AM 20 0 93 2 0 9 0 209 177 0 187 0 73 66 0 25 0 110 36 0 1007 0 7:15 AM 35 0 99 8 l 14 0 255 144 0 161 0 71 38 1 38 0 84 24 0 971 2 7:30 AM 45 0 128 12 0 19 0 311 182 1 171 0 · 89 64 0 48 0 94 27 1 1190 2 7:45AM 38 0 141 6 2 19 1 301 132 1 216 1 78 65 0 33 0 116 22 0 1169 3 8:00 AM * 39 0 204 11 1 30 0 329 210 5 169 0 · 99 97 1 45 0 119 16 0 1368 7 8:15 AM * 43 0 180 9 0 21 1 303 155 0 167 0 , 90 74 0 49 0 100 27 1 1219 1 8:30 AM * 32 0 167 3 3 39 1 327 186 0 200 0 88 86 0 30 0 111 38 0 1308 3 8:45 AM * 52 0 175 6 1 38 0 371 139 0 131 0 114 76 0 31 0 122 45 0 1300 1 9:00AM 42 0 177 10 0 28 0 354 173 0 163 0 102 58 0 37 0 120 33 0 1297 0 Max. 15 min. 52 3 204 12 3 39 1 371 210 5 216 1 114 97 1 49 1 134 45 1 1368 7 Pk. Hr. Vol. }Vl66'!G\!0 ii::;:,.726~:!p;29 ,g,:X5{i< '.'l2s :_·72:-:··1330;~'.690 ,:;.,5/; ,;';667~~%h6;?'\l'39f¥/333~;:~':.~:r\!o-Jl55\'.ic/'.Y0'?/. 452!:'/126>,''Y:1'>:,;/ 5195 12 7;45 AM Peak 8:45 AM Hour 3:45PM 4:00PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM * 5:30 PM * 5:45 PM * 6:00 PM * 6:15PM 6:30 PM Max. 15 min. Pk. Hr. Vol. 5:00 PM 6:00 PM Peak Hour 45 64 53 73 53 69 48 6'] 64 50 62 47 Intersection Traffic in Pk. Hr. Intersecti'on Pdstrns in Pk. Hr. 1 160 12 2 259 18 1 304 32 0 279 20 1 272 28 2 258 22 1 253 18 0 338 25 0 311 25 1 273 19 1 241 14 0 255 29 0 2 0 1 0 2 1 0 1 2 1 2 45 51 41 34 49 52 50 51 58 54 44 36 5195 12 Peak Hr. Factor 0 209 161 0 136 l 232 127 1 123 0 198 76 0 133 0 229 74 2 143 0 229 99 0 156 l 258 82 0 150 0 285 116 0 121 0 277 116 0 167 0 264 105 2 155 1 239 95 0 128 2 204 96 0 141 0 203 69 0 161 0.95 0 120 51 0 113 42 0 124 57 0 106 49 0 112 50 0 119 52 1 136 · 46 0 144 53 0 142 54 0 148 66 0 i 140 37 0 ' 149 47 I 0 0 3 0 0 0 0 1 0 0 0 24 16 33 42 35 31 24 38 31 22 36 24 0 0 0 0 0 0 0 1 0 0 0 0 104 36 75 42 117 45 81 59 98 61 77 47 81 49 83 47 75 46 111 47 102 34 86 ·45 0 0 0 0 0 1 0 1 0 1 0 0 1104 1165 1214 1189 1243 1220 1229 1407 1330 1254 1154 1151 r::·-l}9r:•,•i;•·1:1:'Nl5,,''·, .~~;::x·;} •.l-:i18 3<{~ \S:(o8i5"'.,'.~~l,,::<}dzc:;~}: ····•·kL-.:;;G~ : •:;1 6 9 .•. <~· ~·.l,:.14(s_c:.,~·······;· ~;6·'.;< ?if' "~;~? I ;~~6 IntersecticiriTraffic .. in Pk. Hr. Intersection Pdstrns in Pk. Hr. 5220 -. 9 Peak Hr. Factor 0.93 1 3 0 6 0 3 l 1 4 3 1 2 6 9 Weather: Clear & Ory Counted By: D. Wellman & S. Mockler Board No.: 01-1432 & 01-2279 Loe: Carlsbad Blvd & Leucadia Ave Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 , Grau s Printed-Grau 1 ----Carlsbad Blvd Leucadia Avenue Carlsbad Blvd Leucadia Avenue Southbound Westbound Northbound ____ _ E::i,;tbound File Name : 06197340 Site Code : 00197340 Start Date : 7/25/2006 Page No : 1 Start Time Left Thru Right Peds ¢t~i Left Thru Right Peds ;i~j Left Thru Right Peds -----App. Total Left Thru Right Peds App. Exclu. lnclu. ·1111~ Total Total Total Total 07:00 07:15 07:30 07:45 Total 08:00 08:15 08:30 08:45 Total Grand Total Apprch % Total% 47 192 0 3 239 39 8 15 0 62 1 33 21 0 81 269 1 9 351 37 8 14 0 59 0 59 22, 0 68 325 2 2 395 41 6 28 0 75 1 48 22 0 77 265 3 3 345 41 12 11 1 64 1 43 28 0 273 1051 6 17 1330 I 158 34 68 1 260 I 3 133 93 o 65 266 1 3 332 82 20 15 0 117 3 67 23 0 69 265 2 3 336 68 10 24 0 102 1 53 32 0 62 217' 1 4 280 71 13 18 1 102 2 69 23' 0 94 184 2 6 280 84 11 24 1 119 6 75 25 0 290 932 6 16 1228 305 54 81 2 440 12 264 103 0 563 1983 12 22.0 77.5 0.5 13.9 49.1 · 0.3 33 25581 463 66.1 63.3 11.5 88 149 12.6 21.3 2.2 3.7 3 700 I 17.3 15 447 196 2.3 67.9 29.8° 0.4 11.1 4.9 0 55 81 71 72 279 93 86 94 106 379 2 5 3 3 13 4 2 8 2 16 0 5 8 12 25 9 10 17 11 47 6581 29 72 23.6 58.5 16.3 0.7 1.8 Carlsbad Blvd Leucadia Avenue Carlsbad Blvd Southbound Westbound Northbound Start Time Left I Thru I Right I App. Left I Thru I Right I App. Left I: Thru I Right I App. Total Total Total Peak Hour From 07:00 to 08:45 -Peak 1 of 1 Intersection 07:30 Volume 279 1121 8 Percent 19.8 79.6 0.6 08:00 Volume 65 266 1 14081 232 48 78 358 6 211 105 322 64.8 13.4 21.8 1.9 65.5 32.6 332 82 20 15 117 3 67 23 93 Peak Factor High Int. 07:30 Volume 68 -325 2 Peak Factor 08:00 08:00 3951 82 20 15 117 3 67 23 93 0.891 0.765 0.866 1 7 3 0 11 5 1 4 1 11 .22 17.9 0.5 Left I 12 20.0 4 08:00 4 0 4 1 0 5 3 2 2 3 10 15 3 17 14 15 49 18 13 29 14 74 1231 3.0 Leucadia Avenue Eastbound Thru I Right I 39 9 65.0 15.0 9 5 9 5 3 13 3 4 23 6 5 7 10 28 51 1.2 359 508 555 496 1918 560 537 505 519 2121 4039 98.8 App. Total 60 I 181 18 0.833 362 521 558 500 1941 566 542 512 529 2149 4090 Int. Total I 2148 560 0.959 Weather: Clear & Dry Counted By: D. Wellman & S. Mockler Board No.: 01-1432 & 01-2279 Loe: Carlsbad Blvd & Leucadia Ave ~l'ai_j _, <c~ .~-~ :J -g ~--. l~~ cn1= 0 ~ Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 Out C]QjJ ~ Left I 13521 Out i Ncrth 6 279 Left L► r Riqht 105 ~ Total u~ ;:!"~ r .r-~1~ ~o C - File Name Site Code Start Date Page No : 06197340 : 00197340 : 7/25/2006 :2 Weather: Clear & Dry Counted By: D. Wellman & S. Mockler Board No.: 01-1432 & 01-2279 Loe: Carlsbad Blvd & Leucadia Ave r------Carlsbad Blvd Southbound Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 1..:,rou ps n,mea-1..:,roup , Leucadia Avenue Carlsbad Blvd Westbound Northbound Leucadia Avenue Eastbound File Name Site Code Start Date Page No : 06197341 : 00197341 : 7/25/2006 : 1 Start Time Left \ Thru \ Right \ Peds \ App. Left \ Thru \ Right \ Peds \ App. Left \ Thru \ Right \ Peds \ App. Left \ Thru \ Right \ Peds \ App. Exclu. \ lnclu. \ Int.\ Total Total Total Total Total Total Total 16:00 11 9 7 2 27 3 16:15 89 195 0 2 284 56 16:30 69 165 0 1 234 62 16:45 60 191 0 5 251 58 Total 229 560 7 10 796 179 17:00 61 157 1 11 219 54 17:15 78 199 2 5 279 54 17:30 69 195 8 3 272 65 17:45 54 216 7 2 277 64 Total 262 767 18 21 1047 237 Grand Total 491 1327 25 31 1843 \ 416 Apprch % 26.6 72.0 1.4 48.7 Total% 10.2 27.5 0.5 38.2 8.6 Carlsbad Blvd Southbound Start Time Left\ Thru \ Right I Peak Hour From 16:00 to 17:45 -Peak 1 of 1 Intersection 17:00 Volume 262 767 Percent 25.0 73.3 17:15 Volume 78 199 Peak Factor High Int. 17:15 Volume 78 199 Peak Factor 18 1.7 2 2 App. Total 10471 279 2791 0.938 44 6 0 53 5 64 1 125 13 31 0 106 12 47 0 117 74 148 1 401 12 44 0 110 9 47 0 110 12 31 5 108 10 52 0 126 43 174 5 454 117 322 6 855 \ 13.7 37.7 2.4 6.7 17.7 Leucadia Avenue Westbound Left\ Thru \ Right I 237 43 174 52.2 9.5 38.3 54 9 47 17:45 64 10 52 0 83 3 0 86 3 25 1 0 29 2 195 197 5 183 50 0 238 6 9 3 0 18 3 665 668 4 173 69 0 246 6 7 4 1 17 2 603 605 4 235 64 1 303 2 12 4 0 18 6 689 695 13 674 186 1 873 17 53 12 1 82 13 2152 2165 1 174 61 0 236 6 16 5 1 27 12 592 604 4 227 58 0 289 7 14 1 4 22 9 700 709 5 200 77 0 282 1 14 7 0 22 8 684 692 3 201 71 1 275 6 11 0 1 17 4 695 699 13 802 267 1 1082 20 55 13 6 88 33 2671 2704 26 1476 453 2 1955 \ 37 108 25 7 170\ 46 4823 4869 1.3 75.5 23.2. 21.8 63.5 14.7 0.5 30.6 9.4 40.5 0.8 2.2 0.5 3.5 0.9 99.1 Carlsbad Blvd Leucadia Avenue Northbound Eastbound App. Left\ Thru \ Right I App. Left\ Thru \ Right I App. Int. Totall Total Total Total 454 13 802 267 1082 20 55 13 88 I 2671 1.2 74.1 24.7 22.7 62.5 14.8 110 4 227 58 289 7 14 1 221 700 0.954 17:15 17:00 126 4 227 58 289 6 16 5 27 0.901 0.936 0.815 Weather: Clear & Dry Counted By: D. Wellman & S. Mockler Board No.: D1-1432 & D1-2279 Loe: Carlsbad Blvd & Leucadia Ave ~l'ai_j ...J <s~ .t~ U1 :::I ~ ~--+ :, _53~ ~E o n Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 Out ~ T North +i Left 13 Offil Out Total 1 20431 262 Left 4 r Riqht 267 I 20991 Total UITT ::,---J _,,_ r .r-~1~ ~Q - File Name Site Code Start Date Page No : 06197341 : 00197341 : 7/25/2006 :2 19736N-01 EventCount-607 Page 1 Traffic Data Service Southwest Event Counts 19736N-01 EventCount-607 --English {ENU) -Datasets: Site: Input A: Input B: Survey Duration: File; Identifier: Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: [19736N] Carlsbad Blvd Btwn Poinsettia Lane & Breakwater Rd 1 -North bound. -Added to totals. (1) 0 -Unused or unknown. -Excluded from totals. (0) 20:38 Monday, July 17, 2006 => 10:12 Monday, July 24, 2006 F:\ Traffic Data\MCData\RBF\2006\ 197\19736N24JUL2006.EC0 (Plus) A33158DF MC56-1 [MC55] (c)Microcom 07/06/99 Event Count Axle sensors -Separate (Count) 21 :00 Monday, July 17, 2006 => 13:00 Friday, July 21, 2006 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events = 27200 I 27512 (98.87%) * Monday, July 17, 2006:303 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 - * Tuesday, July 18, 2006=7569, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 llOO 1200 1300 1400 1500 1600 1700 ·1800 1900 2000 31 13 5 3 9 36 134 261 373 398 397 467 542 536 584 629 670 733 558 451 336 7 3 1 1 1 2 20 57 101 111 99 113 139 149 154 160 170 165 146 100 85 11 5 3 •l 1 7 34 63 95 79 97 120 121 138 144 161 168 185 155 100 96 9 3 0 0 3 10 37 53 94 96 93 113 135 142 127 150 162 185 126 136 83 4 2 1 1 4 17 43 88 83 112 108 121 147 107 159 158 170 198 131 ll5 72 AM Peak 1145 -1245 (516), AM PHF:0.93 PM Peak 1700 -1800 (733), PM PHF:0.93 * Wednesday, July 19, 2006:8214, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 36 12 11 4 8 39 123 251 395 372 366 471 456 495 537 663 829 945 804 609 , 345 12 3 2 1 2 3 19 41 88 80 96 119 115 131 135 155 170 220 236 162 114 7 5 3 1 2 9 21 60 96 86 95 92 103 125 123 148 202 272 208 174 91 7 2 2 1 2 4 36 76 107 108 85 137 106 115 147 186 190 209 174 147 68 10 2 4 1 2 23 47 74 104 98 90 123 132 124 132 174 267 244 186 126 72 AM Peak 1130-1230 (478), AM PHF:0.87 PM Peak 1645-1745 (968), PM PHF:0.89 * Thursday, July 20, 2006=8274, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 llOO 1200 1300 1400 1500 1600 1700 1800 1900 2000 38 20 12 4 14 36 120 245 355 386 392 511 540 518 592 702 711 960 774 536 360 13 7 l 1 8 2 17 45 75 83 91 108 137 132 135 136 146 219 204 148 101 14 4 4 1 3 7 26 70 86 107 88 123 135 143 137 181 214 283 202 138 93 6 l 2 1 0 6 32 63 92 95 98 138 ll6 118 179 181 154 206 186 ·us 90 5 8 5 1 3 21 45 67 102 101 115 142 152 125 141 204 197 252 182 132 76 AM Peak 1130 -1230 (552), AM PHF:0.97 PM Peak 1700 -1800 (960), PM PHF:0.85 ' * Friday, July 21, 2006=2839 (Incomplete) , 15 minute drops 2100 151 · 38 41 42 30 2100 225 69 59 55 42 2100 230 64 60 70 36 2100 216 71 52 51 42 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 43 23 12 8 12 32 136 269 391 429 449 517 518 15 8 5 ] 1 1 33 59 108 92 103 110 122 8 6 2 3 3 8 28 55 93 111 120 136 142 12 5 2 2 12 32 79 87 116 105 . 12.2 129. 8 4 3 3 6 11 43 76 103 110 121 149 125 AM Peak 1145 -1245 (542), AM PHF:0.91 2200 2300 88 64 ·32 ·16 7 22 24 11 18 15 9 16 9 4 2200 2300 108 70 37 19 12 30 22 7 22 16 7 19 13 10 2200 2300 123 90 39 30 13 39 24 14 29 22 6 16 14 5 2200 2300 156 76 56 24 15 38 20 8 40 19 12 22 13 8 2200 2300 19736S-03 EventCount-606 Page 1 Traffic Data Service Southwest Event Counts 19736S-03 EventCount-606 --English (ENU) Datasets: Site: Input A: Input B: Survey Duration: File: Identifier: Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: [19736S] Carlsbad Blvd Btwn Poinsettia Lane & Breakwater Rd . 3 -South bound. -Added to totals. (1) 0 -Unused or unknown. -Excluded from totals. (0) 20:42 Monday, July 17, 2006 => 10:46 Monday, July 24, 2006 F:\Traffic Data\MCData\RBF\2006\ 197\ 19736S24JUL2006.EC0 (Plus) A647KH81 MC56-1 [MC55] (c)Microcom 07/06/99 Event Count Axle sensors -Separate (Count) 21 :00 Monday, July 17, 2006 => 14:00 Friday, July 21, 2006 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events= 33531 I 33602 (99.79%) * Monday, July 17, 2006=335 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 - * Tuesday, July 18, 2006=9012, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 30 18 12 8 10 69 476 792 700 532 482 537 624 595 597 558 553 692 541 432 382 11 4 4 5 2 11 51 173 201 151 132 134 127 149 161 136 131 166 163 107 110 9 6 3 2 1 15 89 189 173 108 96 153 159 130 167 14 8 146 188 121 132 108 8 1 0 5 16 153 226 169 132 129 132 167 161 134 130 141 160 137 95 95 2 4 4 1 2 27 183 204 157 141 125 118 171 155 135 14 4 135 178 120 98 69 AM Peak 0715 -0815 (820), AM PHF:0.91 PM Peak 1700 -1800 (692), PM PHF:0.92 * Wednesday, July 19, 2006:10427, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 32 12 9 6 21 59 443 844 730 532 498 915 1020 970 756 604 585 637 538 459 355 7 4 3 1 3 8 53 202 215 139 122 136 293 229 258 . 150 118 150 153 10 6 108 8 2 2 4 14 83 193 178 134 122 217 233 237 164 155 145 187 128 138 108 7 1 3 2 5 16 121 239 171 121 117 278 247 235 153 161 156 162 122 115 65 10 3 1 1 9 21 186 210 166 138 137 284 247 269 181 138 166 138 135 100 74 AM Peak 1130 -1230 (1088), AM PHF:0.93 PM Peak 1200 -1300 (1020), PM PHF:0.87 * Thursday, July 20, 2006=13658, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 33 20 12 15 12 80 510 762 792 711 855 1182 1238 1155 1034 1124 1190 1091 629 415 388 15 5 2 2 3 14 45 207 192 163 189 24 8 310 285 283 276 298 298 185 107 125 6 4 3 4 2 9 82 155 258 171 190 317. 342 275 298 268 323 290 152 102 113 6 4 3 4 4 19 154 198 168 177 197 317 321 295 214 282 309 285 144 111 69 6 7 4 5 3 38 229 202 174 200 279 300 265 300 239 298 260 218 148 95 81 AM Peak 1145 -1245 (1273), AM PHF:0.93 PM Peak 1200-1300 (1238), PM PHF:0.90 * Friday, July 21, 2006=93 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 -1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 39 16 13 10 13 0 0 0 0 0 0 0 0 2 9 9 5 4 2 0 0 0 o 0 0 0 o 0 11 3 4 1 11 0 0 o o 0 o 0 0 2 7 4 .. 3. .3. o ___ . 0 0 0 0 0 o 0 0 0 12 0 1 2 0 0 0 0 o o 0 0 o 0 AM Peak 0000 -0100 (39), AM PHF:0.81 2100 2200 2300 185 102 48 58 25 15 11 53 28 14 9 40 23 12 8 34 26 7 2 2100 2200 2300 195 107 70 52 38 20 7 67 26 14 8 47 24 16 7 29 19 20 10 2100 2200 2300 199 128 75 46 43 27 15 54 32 20 6 54 31 13 6 45 22 15 6 2100 2200 2300 200 143 67 66 40 25 9 49 44 16 11 47 31 21 7 38 28 5. 12 2100 2200 2300 ..... ~ 19737N-01 EventCount-602 Page 1 Traffic Data Service Southwest Event Counts 19737N-01 EventCount-602 --English (ENU} Datasets: Site: Input A: Input 8: Survey Duration: [19737N] Carlsbad Blvd S/O Ponto (N) 1 -North bound. -Added to totals. (1) 0 -Unused or unknown. -Excluded from totals. (0) 20:04 Monday, July 17, 2006 => 8:49 Monday, July 24, 2006 File: Identifier: F :\Traffic Data\MCData\RBF\2006\ 197\ 19737N24Jul2006.EC0 (Base) A567C54F MC56-1 [MC55] (c)Microcom 07/06/99 Algorithm: Event Count Data type: Axle sensors -Separate (Count) Profile: Filter time: Name: 21 :00 Monday, July 17, 2006 => 12:00 Friday, July 21, 2006 Factory default profile Scheme: Count events divided by two. Units: In profile: Non metric (ft, mi, ft/s, mph, lb, ton) Events= 24769 / 25384 {97.58%) * Monday, July 17, 2006=287 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 * Tuesday, July 1 8, 2006= 7049, 15 minute drops 0000 0100 0200 0300 0400 0500 0500 0700 0800 0900 1000 1100 1200 24 13 3 3 7 30 123 228 332 341 342 414 496 8 2 1 1 0 2 14 46 80 90 83 98 116 6 6 2 1 0 4 31 53 75 68 97 109 112 7 0 0 3 8 35 57 82 85 80 103 139 3 1 0 1 4 16 43 72 95 98 82 104 129 AM Peak 1145 -1245 (471), AM PHF:0.85 PM Peak 1700 -1800 (699), PM PHF:0.87 * Wednesday, July 19, 2006:7686, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 ll00 1200 29 8 9 4 6 31 103 222 344 328 322 412 428 8 4 1 2 5 13 32 85 90 72 114 100 7 1 3 1 1 5 17 57 81 72 80 80 96 6 1 1 1 5· 35 63 83 90 77 lll 115 8 2 4 1 2 16 38 70 95 76 93 107 117 AM Peak 1145 -1245 (418), AM PHF:0.91 PM Peak 1645 -1745 (941), PM PHF:0.94 * Thursday, July 20, 2006:7692, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 32 16 9 2 15 32 111 · 206 289 329 345 430 501 14 5 3 1 9 2 20 37 74 75 83 94 111 10 4 3 0 3 7 23 50 74 93 83 101 124 4 2 1 1 Q. 6 .34 51 65 72 81 135 122 4 5 2 0 3 17 34 68 76 89 98 100 144 AM Peak 1130-1230 (470), AM PHF:0.87 PM Peak 1700-1800 (943), PM PHF:0.95 * Friday, July 21, 2006=2054 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 41 21 7 6 9 ·Jo 115 258 323 389 385 470 13 8 2 0 1 1 22 51 83 108 78 101 7 5 2 1 2 9 21 54 84 96 113 121 15 2 2 4 10 30 78 80 91 97 127. 6 4 1 :i 2 10 42 75 76 94 97 121 1300 1400 1500 1600 1700 1300 1400 1500 1600 1700 509 569 615 682 699 136 162 159 181 166 129 142 153 183 200 131 131 157 165 170 113 134 146 153 163 1300 1400 1500 1600 1700 430 541 636 823 939 120 128 140 184 232 99 138 146 188 246 100 136 181 201 213 111 139 169 250 248 1300 1400 1500 1600 1700 494 564 660 707 943 127 133 135 145 244 130 145 164 203 232 101 151 183 180 218 136 135 178 179 249 1300 1400 1500 1600 1700 1800 1900 1800 1900 552 398 136 105 163 90 125 109 12 8 94 1800 1900 763 590 224 169 214 151 184 150 141 120 1800 1900 754 498 220 137 178 125 198 110 158 126 1800 1900 2000 2100 2200 2300 -144 87 56 34 29 9 8 34 18 24 6 41 20 14 7 35 20 9 3 2000 2100 2200 2300 308 202 106 53 90 63 33 17 8 92 51 30 18 7 58 47 21 11 6 68 41 22 7 8 2000 2100 2200 2300 326 203 112 77 127 60 35 25 14 78 56 30 21 10 65 56 30 21 56 31 17 10 4 2000 2100 2200 2300 344 204 137 70 104 72 44 24 13 86 44 27 24 7 83 54 39 12 15 71 34 27 10 6 2000 2100 2200 2300 19737S-03 EventCount-601 Page 1 Traffic Data Service Southwest Event Counts 19737S-03 EventCount-601 --English (ENU) Datasets: Site: Input A: Input B: [19737S] Carlsbad Blvd S/O Ponto (N) 3 ° South bound. -Added to totals. (1) 0 -Unused or unknown. -Excluded from totals. (0) 20:1 0 Monday, July 17, 2006 => 9:09 Monday, July 24, 2006 Survey Duration: file: Identifier: F:\ Traffic Data\MCData\RBF\2006\ 197\ 19737S24Jul2006. ECO (Base) A643OTA4 MC56-1 [MC55] (c)Microcom 07/06/99 Algorithm: Event Count Data type: Axle sensors -Separate (Count) Profile: Filter time: Name: 21 :00 Monday, July 17, 2006 => 15:00 Friday, July 21, 2006 Factory default profile Scheme: Count events divided by two. Units: In profile: Non metric (ft, mi, ft/s, mph, lb, ton) Events= 42878 / 43061 (99.58%) * Monday, July 17, 2006:276 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100. 1200 * Tuesday, July 18, 2006:9443, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 25 16 6 7 11 76 563 1054 1018 570 511 598 613 9. 3 2 5 2 9 54 209 278 166 122 143 150 9 3 1 2 1 18 105 273 281 125 129 158 146 5 1 0 6 15 163 293 224 145 131 153 155 2 6 2 0 2 34 241 279 235 134 129 144 162 AM Peak 0730 -0830 (1131), AM PHF=0.97 PM Peak 1330 -1430 (668), PM PHF=0.89 * Wednesday, July 19, 2006:11167, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 26 11 7 4 18 . 71 522 1151 1111 585 526 976 1082 6 3 3 1 4 10 66 251 319 170 128 181 295 6 5 2 2 13 102 270 259 139 135 218 229 2 4 16 149 314 277 148 129 291 288 10 2 1 0 8 32 205 316 256 128 134 286 270 1300 1300 651 161 141 161 188 1300 1111 297 253 254 307 AM Peak 0715 -0815 (1219), AM PHF=0.96 PM Peak 1300-1400 (1111), PM PHF=0.90 * Thursday, July 20, 2006:15236, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 25 16 6 10 11 BB 577 1058 1154 969 975 1308 1358 1198 13 3 3 2 2 14 49 230 277 237 218 273 344 279 6 3 l 3 2 10 103 243 333 259 228 333 362 302 3 5 1 2 4 23 162 285 279 231 256 365 345 280 3 5 1 3 3 41 263 300 265 242 273 337 307 337 AM Peak 1130 -1230 (1408), AM F'HF=0.96 PM Peak 1200 -1300 (1358), PM PHF=0.94 * Friday, July 21, 2006:6754 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 38 13 11 9 21 82 528 902 834 696 1115 1434 1071 0 9 8 6 2 2 10 50 235 211 145 244 330 356 0 13 l 3 3 7 14 105 247 194 174 260 316 351 0 6 3 2 3 9 21 _169 194 225 179 290 407 349 0 10 1 0 1 3 37 204 226 204 198 321 381 15 0 AM Peak 1130-1230 (1495), AM PHF=0.92 1400 1500 1600 1700 1400 1500 1600 1700 561 521 540 651 159 110 138 164 160 142 137 17 3 119 131 124 162 123 138 141 152 1400 1500 1600 1700 797 561 583 621 292 146 129 141 186 129 147 191 173 156 152 143 146 130 155 146 1400 1500 1600 1700 1136 1198 1304 1235 323 252 312 333 305 301 354 326 252 317 356 327 256 328 282 249 1400 1500 1600 1700 0 0 0 0 0 1800 1900 1800 190 0 536 385 171 96 121 110 130 89 114 90 1800 1900 515 382 153 92 119 106 106 84 137 100 1800 1900 647 371 202 103 170 9'3 138 97 137 78 1800 1900 2000 2100 2200 2300 -144 87 45 45 22 12 9 27 22 15 9· 36 23 13 5 36 20 5 2 2000 2100 2200 2300 284 123 80 43 84 39 24 13 6 73 33 24 10 6 72 30 18 10 4 55 21 14 10 10 2000 2100 2200 2 30 0 247 113 93 54 74 24 33 17 13 94 33 22 14 6 39 25 21 10 3 40 31 17 13 3 2000 2100 2200 2 30 0 286 153 109 44 92 43 30 14 9 86 41 38 11 13 53 35 25 14 6 55 34 16 5 10 2000 2100 2200 2300 19738N-01 EventCount-600 Page 1 Traffic Data Service Southwest Event Counts 19738N-01 EventCount-600 --English (ENU) Datasets: Site: Input A: [19738N] Carlsbad Blvd Btwn Avenida Encinas & La Costa Avenue 1 -North bound. -Added to totals. (1) Input B: 0 -Unused or unknown. -Excluded from totals. (0) Survey Duration: File: Identifier: 19:39 Monday, July 17, 2006 => 8:50 Monday, July 24, 2006 F:\Traffic Data\MCData\RBF\2006\ 197\ 19738N24Jul2006.EC0 (Base) A558SE5V MC56-1 [MC55] (c)Microcom 07/06/99 Algorithm: Event Count Data type: Axle sensors -Separate (Count) Profile: Filter time: Name: 20:00 Monday, July 17, 2006 => 12:00 Friday, July 21, 2006 Factory default profile Scheme: Count events divided by two. Units: In profile: Non metric (ft, mi, ft/s, mph, lb, ton) Events = 33896 I 34185 {99.15%) • Monday, July 17, 2006=710 (Incomplete), 15 minute drops 0000 0100 0200 0300 0100 0500 0600 0700 0800 0900 1000 1100 1200 • Tuesday, July 18, 2006=9716, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 31 18 3 5 7 54 209 345 482 478 499 570 713 10 2 1 3 0 4 33 59 111 127 126 131 156 10 8 2 1 0 8 47 91 126 113 147 142 170 7 4 0 0 4 20 62 83 104 108 124 139 205 4 4 0 1 3 22 67 112 141 130 102 158 182 AM Peak 1145 -1245 (689), AM PHF:0.84 PM Peak 1700-1800 (966), PM PHF:0.92 * Wednesday, July 19, 2006=10269, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 34 12 14 4 7 64 195 338 474 485 489 .586 613 11 5 4 l 3 7 37 51 113 114 108 162 147 8 2 4 1 0 12 37 82 133 121 120 134 162 4 1 1 1 1 13 58 90 92 125 123 149 149 11 4 5 1 3 32 63 115 136 125 138 141 155 AM Peak 1130 -1230 (599), AM PHF:0.92 PM Peak 1645-1745 (1207), PM PHF:0.98 * Thursday, July 20, 2006=10324, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 40 18 15 2 16 58 218 300 423 467 512 579 671 16 5 6 1 10 2 45 58 97 112 122 132 162 8 5 3 0 3 10 45 61 109 123 125 134 136 8 5 1 1 0 16 69 87 100 111 134 180 174 8 3 5 0 3 30 59 94 117 121 131 133 199 AM Peak 1130 -1230 (611 ), AM PHF:0.85 PM Peak 1715 -1815 (1176), PM PHF:0.95 • Friday, July 21, 2006=2876 (Incomplete), 15 minute d,rops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 47 25 7 7 9 51 193. 363 461 555 521 637 16 2 1 2 38 66 117 150 116 144 9 5 3 1 13 43 76 110 143 144 156 15 8 2 3 17· 40 117 118 132 126 156 7 3 0 3 17 72 104 116 130 135 181 1300 1400 1500 1600 1700 .. 1300 1400 1500 1600 1700 674 794 783 893 966 179 214 179 235 223 183 195 200 244 262 156 200 213 229 231 156 185 191 185 250 1300 1400 1500 1600 1700 595 702 825 1012 1207 159 184 178 238 291 148 165 203 215 309 139 180 211 251 299 149 173 233 308 308 1300 1400 1500 1600 1700 667 773 871 905 1170 172 187 191 198 302 179 213 221 240 297 157 200 232 237 276 159 173 227 230 295 1300 1400 1500 1600 1700 1800 1900 -- 1800 1900 801 548 215 166 220 125 192 138 174 119 1800 1900 974 145 263 212 289 194 246 182 176 157 1800 1900 1036 652 308 192 266 158 234 146 228 156 1800 1900 2000 2100 2200 2300 338 188 114 70 100 45 36 17 10 84 61 30 27 10 74 40 24 17 7 ·so 42 24 9 4 2000 2100 2200 2300 402 245 131 65 115 74 42 20 11 127 57 32 25 8 71 60 29 16 4 89 54 28 4 11 2000 2100 2200 2300 406 241 146 95 151 73 41 34 16 95 67 41 26 8 91 67 38 23 8 69 40 26 12 8 2000 2100 2200 2300 434 249 167 82 126 83 56 32 16 124 53 34 25 9 89 68 43 14 15 95 44 34 11 7 2000 21.00 2200 2300 19738S-03 EventCount-599 Page 1 Traffic Data Service Southwest Event Counts 19738S-03 EventCount-599 --English (ENU) Datasets: Site: Input A: [19738S] Carlsbad Blvd Btwn Avenida Encinas & La Costa Avenue 3 -South bound. -Added to totals. (1) Input B: 0 -Unused or unknown. -Excluded from totals. (0) Survey Duration: 19:45 Monday, July 17, 2006 => 9:11 Monday, July 24, 2006 File: Identifier: F:\ Traffic Data\MCData\RBF\2006\ 197\ 19738S24Jul2006. ECO (Base) A5590GBV MC56-1 [MC55] (c)Microcom 07/06/99 Algorithm: Event Count Data type: Axle sensors -Separate (Count) Profile: Filter time: Name: 20:00 Monday, July 17, 2006 => 12:00 Friday, July 21, 2006 Factory default profile Scheme: Count events divided by two. Units: In profile: Non metric {ft, mi, ft/s, mph, lb, ton) Events = 51363 / 51970 (98.83%) * Monday, July 17, 2006=662 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 * Tuesday, July 18, 2006:12034, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 27 19 7 8 14 88 676 1280 1262 774 674 732 800 8 4 2 6 3 9 70 256 333 217 162 168 195 11 4 1 2 1 17 150 308 332 180 167 185 187 3 4 2 0 8 22 184 360 295 201 181 211 210 5 7 2 0 2 40 272 356 302 176 164 168 208 AM Peak 0730 -0830 (1381), AM PHF:0.96 PM Peak 1715 -1815 (868), PM PHF:0.93 * Wednesday, July 19, 2006=13792, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 29 11 11 3 18 83 605 1348 1399 749 701 1150 1265 9 3 2 1 5 9 71 299 394 218 163 223 337 6 5 6 1 2 13 135 315 345 180 174 226 293 3 1 2 1 3 16 168 357 321 169 170 346 321 11 2 1 0 8 45 231 377 339 182 194 355 314 1300 1300 776 187 183 196 210 1300 1323 347 326 293 357 AM Peak 0730 -0830 (1473), AM PHF:0.93 PM Peak 1315 -1415 (1344), PM PHF:0.91 • Thursday, July 20, 2006=18151, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 29 14 6 11 12 90 652 1267 1410 1211 1180 1497 1565 1385 14 2 3 3 2 10 63 263 335 31"1 265 314 418 329 8 3 1 3 1 13 116 303 379 316 271 401 383 324 4 1 2 7 23 18 6 339 356 290 299 399 386 341 3 5 1 3 2 44 287 362 340 288 345 383 378 391 AM Peak 1115 -1215 (1601), AM PHF:0.96 PM Peak 1545 -1645 (1573), PM PHF:0.93 * Friday, July 21, 2006=6724 (Incomplete), 15 minute drops 1400 1500 1600 1700 1400 1500 1600 1700 757 661 721 847 236 159 181 196 199 165 171 234 169 161 168 218 153 176 201 199 1400 1500 1600 1700 988 699 739 838 368 169 180 210 221 174 199 220 204 187 163 213 195 169 197 195 1400 1500 1600 1700 1301 1419 1562 1448 379 304 384 357 360 353 378 410 268 373 422 404 294 389 378 277 1800 1900 - - 1800 1900 722 505 217 124 189 138 158 120 158 123 1800 1900 685 500 181 132 183 131 166 109 155 128 1800 1900 877 489 285 138 201 120 216 116 175 115 2000 2100 2200 344 162 100 135 55 27 90 30 27 65 39 26 54 38 20 2000 2100 2200 374 163 95 106 56 32 107 41 28 94 38 20 67 28 15 2000 2100 2200 · 324 153 107 99 35 34 120 38 25 53 37 22 52 43 26 2000 2100 2200 373 175 123 119 52 33 108 41 38 80 43 32 66 36 20 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 40 18 12 9 26 93 597 1057 1025 896 1301 1650 11 9 4 2 2 11 68 266 266 198 293 354 11 3 5 3 5 16 124 273 227 219 286 381 6 4 3 2 13 19 _ _175 __ 239 256 241 353 477 12 2 ·o 2 6 47 230 279 276 238 369 4 38 2300 56 21 8 14 11 14 3 7 5 2300 52 15 9 13 6 15 3 9 11 2300 64 21 14 16 8 10 4 17 3 2300 55 24 11 9 l.l 16 6 6 12 2300 Traffic Data Service Southwest Vehicle Counts 19743-06 VehicleCount-590 --English (ENU) Datasets: · Site: Direction: Survey Duration: File: Identifier: Algorithm: Data type: Profile: Filter time: Included classes: Speed range: Direction: Separation: Name: Scheme: Units: In profile: [19743] Avenida Encinas E/O Ponto Dr 6 -West bound A>B, East bound B>A., Lane: 0 19:55 Monday, July 17, 2006 => 8:49 Monday, July 24, 2006 F:\ Traffic Data\MCData\RBF\2006\ 197\ 197 4324JuJ2006.EC0 (Plus) M272CHN1 MC56-6 [MC55] (c)Microcom 02/03/01 Factory default Axle sensors -Paired (Class/Speed/Count) 20:00 Monday, July 17, 2006 => 12:00 Friday, July 21, 2006 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 0 -100 mph. East {bound) All -{Headway) Factory default profile Vehicle classification {Scheme F99) Non metric {ft, mi, ft/s, mph, lb, ton) Vehicles= 6973 / 13485 (51.71 %) * Monday, July 17, 2006 -Total=91 (Incomplete) , 15 minute drops 19743-06 VehicleCount-590 Page 1 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 47 23 11 10 15 8 2 4 1 11 3 5 l l 12 4 3 2 0 9 8 1 3 0 * Tuesday, July 18, 2006 -Total=1854, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2 2 1 0 7 27 90 177 210 123 108 101 121 97 125 105 125 120 115 87 54 34 12 11 1 1 0 0 1 7 16 35 57 29 21 30 28 17 35 24 31 27 43 23 14 11 6 0 3 1 1 0 0 0 3 24 41 51 26 27 25 25 31 35 22 27 41 29 23 13 6 3 4 1 0 0 1 0 4 5 24 41 54 33 32 22 31 26 22 31 34 27 21 23 15 6 2 6 0 0 0 0 0 2 12 26 60 48 35 28 24 37 23 33 28 33 25 22 18 12 11 1 1 0 AM Peak 0745 -0845 (222), AM PHF:0.93 PM Peak 1715 -1815 (136), PM PHF=0.79 * Wednesday, July 19, 2006 -Total=1939, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 4 0 1 2 6 16 69 168 242 133 99 120 143 152 138 103 124 122 117 76 41 42 16 5 3 0 0 1 1 0 11 27 58 39 28 25 29 39 47 35 28 29 35 30 12 11 5 1 0 1 0 0 0 1 2 20 50 74 29 23 33 36 28 32 26 30 28 27 10 13 13 3 2 0 0 0 1 1 2 3 18 36 63 34 25 35 43 48 32 18 24 21 33 19 8 8 3 1 0 0 0 0 0 2 11 20 55 47 31 23 27 35 37 27 24 42 44 22 17 8 10 5 1 2 AM Peak 0745-0845 (250), AM PHF:0.84 PM Peak 1330-1430 (164), PM PHF:0.85 * Thursday, July 20, 2006 -Total=2238, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2 2 0 0 6 18 80 166 215 188 137 182 162 155 132 154 170 163 122 81 54 27 14 8 0 0 0 0 2 1 12 23 45 64 40 40 40 34 37 33 33 40 34 15 11 8 6 2 1 0 0 0 0 3 3 14 38 54 46 36 51 39 37 37 45 47 51 30 22 18 7 2 3 2 0 0 0 0 1 5 22 41 66 38 30 41 36 39 26 40 44 39 34 21 13 6 5 3 2 2 2 0 0 0 9 32 64 50 40 31 50 47 45 32 36 46 33 24 23 12 6 1 0 1 AM Peak 0815 -0915 (234), AM PHF:0.89 PM Peak 1630 -1730 (181), PM PHF=0.89 * Friday, July 21, 2006 -Total=851 (Incomplete), 15 minute drops 1600 l 70·0· i&oo ·1 900-2000 .• zioo 2300 0000-0100·0200 0300 0400 -0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 2200 6 4 4 2 6 16 58 136 153 123 160 183 1 0 1 0 0 1 9 26 32 18 53 42 2 2 0 1 2 2 11 32 43 36 34 40 2 0 3 1 4 20 30 34 41 41 54 2 0 0 0 9 18 48 44 28 32 47 Traffic Data Service Southwest Vehicle Counts 19743-06 VehicleCount-589 --English (ENU) Datasets: Site: Direction: Survey Duration: File: Identifier: Algorithm: Data type: Profile: Filter time: Included classes: Speed range: Direction: Separation: Name: Scheme: Units: In profile: [19743] Avenida Encinas E/O Ponto Dr 6 -West bound A>B, East bound B>A., Lane: 0 19:55 Monday, July 17, 2006 => 8:49 Monday, July 24, 2006 F :\ Traffic Data\MCData\RBF\2006\ 197\ 197 4324Jul2006. ECO (Plus) M272CHN1 MC56-6 [MC55] (c)Microcom 02/03/01 Factory default Axle sensors -Paired (Class/Speed/Count) 20:00 Monday, July 17, 2006 => 12:00 Friday, July 21, 2006 1,2,3,4,5,6, 7,8,9, 10, 11, 12, 13 0 -100 mph. West (bound) All -(Headway) Factory default profile Vehicle classification (Scheme F99) Non metric (ft, mi, ft/s, mph, lb, ton) Vehicles= 6327 / 13485 (46.92%) • Monday, July 17, 2006 -Total=182 (Incomplete), 15 minute drops 19743-06 VehicleCount-589 Page 1 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 84 44 35 19 26 12 11 4 3 28 18 10 8 0 15 8 7 5 3 15 6 7 2 1 * Tuesday, July 18, 2006 -Total=1882, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 7 5 0 1 0 3 23 41 75 70 112 102 150 122 134 165 172 198 172 123 104 55 34 14 3 1 0 0 0 o 7 6 18 22 27 25 40 31 23 36 40 44 53 36 24 15 11 3 5 0 2 0 1 o o 5 8 23 13 31 19 29 33 36 30 50 52 42 32 36 12 4 5 2 3 o 0 0 0 1 13 16 16 32 22 32 28 40 53 40 46 40 26 21 13 11 4 o 1 2 0 0 0 2 7 14 18 19 22 36 49 30 35 46 42 56 37 29 23 15 8 2 2 AM Peak 1145 -1245 (137), AM PHF=0.86 PM Peak 1715-1815 (207), PM PHF=0.92 * Wednesday, July 19, 2006 -Total=1838, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 9 5 2 2 1 5 25 55 78 94 101 115 124 116 120 150 146 184 169 138 94 52 36 17 5 2 0 1 l o 6 5 21 20 24 24 29 31 27 39 23 36 43 40 34 17 9 10 2 2 1 1 0 0 1 4 18 22 26 18 34 31 23 30 32 34 56 57 34 21 14 10 4 0 0 0 0 0 0 1 8 11 13 23 30 25 33 34 33 39 37 51 35 41 24 10 8 3 4 2 2 1 1 0 3 7 21 22 25 29 32 31 28 30 40 52 41 34 23 15 11 9 0 2 AM Peak 1145 -1245 (125), AM PHF=0.95 PM Peak 1645-1745 (195), PM PHF=0.87 * Thursday, July 20, 2006 -Total=1944, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 8 7 3 1 5 5 32 45 66 88 87 114 160 139 161 149 151 179 199 138 99 59 34 15 2 2 2 0 2 0 7 10 11 21 20 22 41 44 41 36 41 49 58 44 24 20 11 4 3 0 0 1 1 1 0 9 13 20 21 15 29 30 38 45 40 28 39 65 28 35 12 6 8 5 4 0 0 1 2 8 11 12 22 26 35 36 33 37 38 42 41 35 31 22 11 11 1 2 2 1 0 0 1 3 8 11 23 24 26 28 53 24 38 35 40 so 41 35 18 16 6 2 AM Peak 1145 -1245 (135), AM PHF=0.82 PM Peak 1730-1830 (214), PM PHF=0.82 * Friday, July 21, 2006 -Total=481 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 o5oo osoo o7oo 0800 0900 1000 1100·1200·1joo 1406 1500 1600 1700· 1800· 1900 . ·2·000 iioo 2200 2300 11 4 3 4 2 3 23 42 90 88 100 111 3 1 0 1 0 0 6 25 21 22 21 5 0 2 1 0 0 4 7 22 22 26 36 2 2 1 1 2 1 3 16 18 19 28 22 1 1 a 1 0 2 12 J.3 25 26 24 32 19731<E-02 EventCount-616 Page 1 Traffic Data Service Southwest Event Counts 19731 <E-02 EventCount-616 --English (ENU) Datasets: Site: Input A: [19731 E] Palomar Airport Rd Btwn Carlsbad Blvd & Avenida Encinas 2 -East bound. -Added to totals. (1) Input B: 0 -Unused or unknown. -Excluded from totals. (0) Survey Duration: File: Identifier: 20:56 Monday, July 17, 2006 => 10:08 Monday, July 24, 2006 F:\Traffic Data\MCData\RBF\2006\197\19731 E24JUL2006.EC0 (Plus) M432HARN MC56-6 [MC55] (c)Microcom 02/03/01 Algorithm: Event Count Data type: Axle sensors -Separate (Count) Profile: Filter time: Name: 21 :00 Monday, July 17, 2006 => 15:00 Friday, July 21, 2006 Factory default profile Scheme: Count events divided by two. Units: In profile: Non metric (ft, mi, ft/s, mph, lb, ton) Events = 20911 / 20922 (99.95%) * Monday, July 17, 2006=251 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 * Tuesday, July 18, 2006=5430, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 llOO 1200 31 11 7 2 16 66 197 400 339 281 316 339 384 4 5 1 1 2 7 30 92 89 67 81 63 99 10 2 2 1 3 10 42 84 97 54 92 87 77 10 3 2 0 5 17 63 98 90 77 75 89 106 7 1 2 0 6 32 62 126 63 83 68 100 102 AM Peak 0730 -0830 (410), AM PHF:0.81 PM Peak 1230 -1330 (413), PM PHF:0.97 * Wednesday, July 19, 2006=5735, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 31 8 9 2 23 62 173 373 335 316 321 389 478 7 3 2 0 2 27 65 74 68 70 83 116 8 3 2 0 7 10 37 79 103 83 85 66 122 6 1 2 10 15 53 93 76 77 74 108 119 10 1 3 1 4 33 56 136 82 88 92 132 121 AM Peak 1145 -1245 (489), AM PHF:0.93 .PM Peak 1200 -1300 (478), PM PHF:0.98 * Thursday, July 20, 2006=6215, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 l.000 1100 1200 29 16 7 7 24 55 191 379 318 291 324 437 532 12 0 0 3 4 3 37 83 76 75 77 85 137 6 4 3 2 5 10 36 83 80 73 77 104 125 8 7 2 0 6 18 50 100 91 69 79 115 116 3 5 2 2 9 24 68 113 71 74 91 133 154 AM Peak 1145 -1245 (511), AM PHF:0.93 PM Peak 1245 -1345 (679), PM PHF:0.85 * Friday, July 21, 2006=3279 (Incomplete) , 15 minute drops 1300 1400 1500 1600 1700 1300 1400 1500 1600 1700 396 384 369 367 360 103 87 94 93 90 102 113 112 97 102 97 92 72 82 88 94 92 91 95 80 1300 1400 1500 1600 1700 404 360 364 397 421 112 80 81 91 92 113 87 93 109 115 94 85 96 111 95 85 108 94 86 119 1300 1400 1500 1600 1700 643 442 373 415 441 200 109 84 95 105 179 121 104 96 103 146 114 85 109 122 118 98 100 115 111 1800 1900 1800 1900 331 315 96 92 92 74 74 75 69 74 1800 1900 396 349 81 83 96 88 127 91 92 87 1800 1900 395 345 123 90 84 107 93 -19 95 69 2000 - 2000 268 82 78 61 47 2000 240 68 53 68 51 2000 278 97 58 70 53 2100 115 36 22 31 26 2100 125 40 33 37 15 2100 142 43 39 30 30 2100 132 38 38 26 30 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 25 13 7 10 24 62 197 362 374 344 407 455 544 455 0 10 5 2 1 6 6 28 63 93 79 80 116 127 183 0 3 3 5 9 15 37 92 88 82 103 124 115 187 0 2 1 1 4 13 60 87 108 84 110 109 121 84 0 8 2 1 3 5 28 72 120 85 99 114 106-181 1 0 AM Peak 1145 -1245 (469), AM PHF:0.92 2200 2300 80 56 ·37 15 4 21 12 10 11 18 10 11 11 7 2200 2300 90 36 34 17 7 20 8 8 22 5 6 14 6 10 2200 2300 96 46 27 10 12 30 15 6 23 9 8 16 12 3 2200 2300 98 43 28 17 10 30 5 3 19 15 4 21 6 8 2700 2300 19731 W-04 EventCount-615 Page 1 Traffic Data Service Southwest Event Counts 19731W-04 EventCount-615 --English (ENU) Datasets: Site: Input A: [19731W] Palomar Airport Rd Btwn Carlsbad Blvd & Avenida Encinas 4 -West bound. -Added to totals. (1) Input B: O -Unused or unknown. -Excluded from totals. (0) Survey Duration: File: Identifier: 20:52 Monday, July 17, 2006 ==> 10:23 Monday, July 24, 2006 F:\Traffic Data\MCData\RBF\2006\ 197\ 19731 W24JUL2006.EC0 (Plus) M2869KMY MC56-6 [MC55] (c)Microcom 02/03/01 Algorithm: Event Count Data type: Axle sensors -Separate (Count) Profile: Filter time: Name: 21 :00 Monday, July 17, 2006 => 15:00 Friday, July 21, 2006 Factory default profile Scheme: Count events divided by two. Units: In profile: Non metric (ft, mi, ft/s, mph, lb, ton) Events ,;, 24455 / 24473 (99.93%) * Monday, July 17, 2006=251 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 * Tuesday, July 18, 2006=5914, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 19 7 11 6 10 42 179 313 266 254 305 399 446 5 3 4 2 0 4 . 20 100 74 55 64 87 103 5 0 3 1 1 9 38 69 57 48 75 99 124 7 3 0 0 7 11 56 69 65 75 71 117 115 2 1 4 3 2 18 65 75 70 76 95 96 104 AM Peak 1130 -1230 (440), AM PHF:0.89 PM Peak 1700 -1800 (699), PM PHF:0.90 * Wednesday, July 19, 2006:6468, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 20 5 8 3 13 37 174 353 275 244 289 505 548 2 3 2 1 23 84 62 57 62 79 136 5 0 3 4 7 29 110 65 56 72 137 119 7 0 2 0 3 1D 34 76 71 67 72 151 163 6 2 1 2 5 19 88 83 77 64 83 138 130 AM Peak 1115 -1215 (562), AM PHF:0.93 PM Peak 1300 -1400 (665), PM PHF:0.91 * Thursday, July 20, 2006=8346, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1D00 1100 1200 25 5 8 10 10 30 181 289 359 435 514 633 677 6 2 0 3 1 22 74 66 79 132 163 164 8 0 3 3 3 26 66 130 114 137 165 192 5 1 3 3 0 59 77 8D 110 124 155 159 6 2 2 1 6 16 74 72 83 132 121 150 162 AM Peak 1145 -1245 (665), AM PHF:0.87 PM Peak 1645-1745 (1008), PM PHF:0.93 * Friday, July 21, 2006=3473 (Incomplete) , 15 minute drops 1300 1400 1500 1600 1700 1300 1400 1500 1600 1700 390 434 412 522 699 108 86 96 130 162 82 114 113 121 176 99 117 98 145 195 101 117 105 126 166 1300 1400 1500 1600 1700 665 504 459 559 566 183 183 105 119 148 133 112 117 119 152 174 91 121 15 6 137 175 118 116 165 129 1300 1400 150D 1600 1700 607 670 755 875 948 154 189 186 180 252 155 168 176 237 270 153 153 194 214 242 145 160 199 244 184 1800 1900 1800 1900 430 335 115 100 118 80 87 80 110 75 1800 1900 446 346 124 78 115 108 100 83 107 77 1800 1900 435 358 138 99 103 92 98 96 96 71 2000 - 2000 231 72 60 63 36 2000 204 74 50 42 38 2000 234 63 75 43 53 2100 137 H 34 28 31 2100 103 29 26 20 28 2100 115 39 27 24 25 2100 139 51 35 26 27 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 14D0 1500 1600 1700 1800 1900 2000 2100 23 16 10 4 10 28 148 268 294 278 488 678 706 522 0 7 6 2 0 0 5 22 68 70 54 102 161 185 209 0 9 5 4 1 5 6 28 59 60 57 126 163 171 170 0 4 4 3 0 0 8 44 77 89 71 123 166 190 142 0 3 1 1 3 5 9 54 64 75 96 137 188 160 1 0 AM Peak 1145 -1245 (734), AM PHF=0.97 2200 2300 78 36 22 14 5 23 7 5 16 7 17 11 2 2200 2300 67 34 27 14 2 18 5 5 14 7 7 8 8 6 2200 2300 85 45 18 13 6 23 le 8 26 11 5 18 9 6 2200 2300 103 46 37 16 7 20 10 9 22 17 4 24 3 3 2200 2300 19732E-02 EventCount-617 Page 1 Traffic Data Service Southwest Event Counts 19732E-02 EventCount-617 --English (ENU) Datasets: Site: Input A: . [19732E] !Palomar Airport Road Btwn Paseo Del Norte & Armada Dr. 2 -East bound. -Added to totals. (1) Input B: 0 -Unused or unknown. -Excluded from totals. (0) Survey Duration: File: Identifier: 21 :38 Monday, July 17, 2006 => 9:46 Monday, July 24, 2006 F:\Traffic Data\MCData\RBF\2006\197\UM19732E724.EC0 (Plus) M296R70D MC56-6 [MC55] (c)Microcom 02/03/01 Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: Event Count Axle sensors -Separate (Count) 22:00 Monday, July 17, 2006 => 15:00 Friday, July 21, 2006 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events= 81942 / 82075 (99.84%) * Monday, July 17, 2006:511 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 * Tuesday, July 18, 2006:26405, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 113 76 49 76 188 695 1291 2120 2299 1703 1672 1780 2050 1963 1648 1485 1432 1519 1253 27 25 10 8 20 73 219 398 617 400 437 388 4 62 483 411 370 340 389 349 25 13 9 15 29 124 264 474 579 419 44 4 445 480 493 434 373 329 386 316 35 25 14 17 64 209 346 542 557 437 385 469 549 496 411 379 403 384 315 26 13 16 36 75 289 462 706 546 447 406 478 559 491 392 363 360 360 273 AM Peak 0745 -0845 (2459), AM PHF:0.87 PM Peak 1230 -1330 (2084), PM PHF:0.93 * Wednesday, July 19, 2006:25880, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 149 77 52 72 199 685 1219 2167 2135 1776 1529 1590 1982 1912 1574 1368 1414 1422 1363 48 19 16 13 19 77 219 406 558 453 367 379 460 483 402 355 372 364 352 32 23 10 13 29 105 279 499 574 397 399 368 459 493 401 353 354 371 368 35 16 12 11 7 4. 217 306 570 507 454 366 414 529 490 364 325 347 337 336 34 19 14 35 77 286 415 692 496 472 397 429 534 446 407 335 341 350 307 AM Peak 0730 -0830 (2394), AM PHF:0.86 PM Peak 1230 -1330 (2039), PM PHF:0.95 * Thursday, July 20, 2006:27193, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 132 77 51 92 232 659 1261 2134 2184 1786 1654 1806 2014 2118 1706 1539 1575 1568 1315 37 23 17 19 20 63 227 423 607 468 434 435 473 528 450 391 386 432 355 34 16 11 23 35 98 292 488 531 417 426 450 484 536 453 410 363 380 316 32 18 8 18 83 196 327 551 510 427 366 409 504 564 415 351 429 386 314 29 20 15 32 94 302 415 672 536 474 428 512 553 190 388 387 397 370 330 AM Peak 0730 -0830 (2361), AM PHF:0.88 PM Peak 1245 -1345 (2181), PM PHF:0.97 * Friday, July 21, 2006:1952 (Incomplete) , 15 minute drops .0000 0100 0200 0300 04oo·osoo 0500 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 137 86 74 72 195 685 702 1 0 o. 0 0 0 0 0 43 27 13 9 16 73 202 0 0 0 0 0 0 0 0 42 21 27 12 38 126 240 0 0 0 0 0 0 0 0 25. 22 12. 22_ 60. 2.13 .. 260 0 0 0 .0 0 0 0 .0 27 16 22 29 81 273 0 1 0 0 0 0 0 0 0 AM Peak 0545 -0645 (975), AM PHF:0.89 1900 2000 1900· 2000 1014 804 2 68 230 265 215 266 193 215 166 1900 2000 1077 867 307 228 241 234 263 196 266 209 1900 2000 1137 903 298 266 300 241 283 203 256 193 1900 2000 2100 2200 2300 -295 216 -· 94 · 6 9 27 81 57 25 61 4 9 35 59 41 26 2100 2200 2300 552 370 253 163 117 77 48 126 80 72 32 135 95 56 35 128 78 48 34 2100 2200 2 30 0 609 401 241 17 9 119 69 37 155 108 64 34 130 84 60 32 145 90 48 29 2100 2200 2300 579 406 265 182 123 62 43 143 95 80 42 130 98 64 25 124 90 59 27 2100 2200 2300 19732W-04 EventCount-618 Page 1 Traffic Data Service Southwest Event Counts 19732W-04 EventCount-618 --English (ENU) Datasets: Site: Input A: [19732W] !Palomar Airport Road Btwn Paseo Del Norte & Armada Drive 4 -West bound. -Added to totals. (1) Input B: 0 -Unused or unknown. -Excluded from totals. (0) Survey Duration: 21 :54 Monday, July 17, 2006 => 11 :00 Monday, July 24, 2006 File: Identifier: F:\ Traffic Data\MCData\RBF\2006\ 197\UM19732W724.EC0 (Plus) M508KRAN MC56-6 [MC55] (c)Microcom 02/03/01 Algorithm: Event Count Data type: Axle sensors -Separate (Count) Profile: Filter time: Name: 22:00 Monday, July 17, 2006 => 11 :00 Friday, July 21, 2006 Factory default profile Scheme: Units: In profile: Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events = 84223 / 84248 (99.97%) * Monday, July 17, 2006=434 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 * Tuesday, July 18, 2006=28142, 15 minute drops 1300 1400 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 113 71 48 49 147 376 847 1059 1098 1258 1550 2091 2502 1904 2283 41 20 14 8 30 59 200 240 241 294 309 447 647 516 523 19 17 10 11 28 83 194 282 305 318 401 505 643 496 497 28 14 11 12 44 106 195 271 233 322 440 54 6 612 453 601 25 20 13 18 45 128 258 266 319 324 400 593 600 439 662 AM Peak 1145 -1245 (2495), AM PHF:0.96 PM Peak 1645-1745 (3061), PM PHF:0.92 * Wednesday, July 19, 200(3=26328, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 114 73 51 56 123 397 793 997 1113 1254 1422 2014 2246 1881 1932 31 15 14 6 21 65 187 271 223 268 286 449 568 497 507 17 18 13 H 26 83 183 213 307 368 336 430 511 474 432 35 24 13 14 39 105 168 226 263 309 391 536 661 4 61 448 31 16 11 22 37 144 255 287 320 309 409 599 506 449 545 AM Peak 1145 -1245 (2339), AM PHF:0.88 PM Peak 1645 -1745 (2718), PM PHF:0.96 * Thursday, July 20, 2006=27786, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 114 61 55 81 146 365 808 973 1129 1268 1567 2221 2358 2037 2076 37 13 16 15 27 60 185 240 276 268 342 468 675 525 457 26 17 12 12 38 97 201 246 280 326 432 543 607 471 488 29 17 13 23 34 101 207 24 9 274 327 384 616 550 528 492 22 14 14 31 47 107 215 238 299 347 409 594 526 513 639 AM Peak 1130 -1230 (2492), AM PHF:0.92 PM Peak 1645 -1745 (2947), PM PHF:0.88 * Friday, July 21, 2006=1532 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 124 67 69 77 127 345 722 1 0 0 0 45 23 25 11 23 65 179 0 0 0 0 27 17 14 22 34 88 192 0 0 0 0 23 11 12 14 32 92 207 0 0 0 0 29 16 18 30 38 100 144 0 0 0 1500 1600 1700 1500 1600 1700 2266 2559 3036 546 622 734 564 615 835 590 645 815 566 677 652 1500 1600 1700 2004 2318 2596 463 566 701 49_4 504 711 550 584 642 4 97 664 542 1500 1600 1700 2195 2482 2843 564 608 738 508 567 834 560 621 689 563 686 582 1500 1600 1700 1800 1800 1816 572 481 396 367 1800 1831 513 461 477 380 1800 1843 512 478 446 407 1800 1900 2000 1900 2000 1201 911 375 246 325 230 256 244 245 191 1900 2000 1209 831 359 226 325 214 266 215 259 176 l.900 2000 1166 908 343 218 . 322 225 285 236 216 229 1900 2000 2100 2200 2300 -243 191 71 ·73 41 72 39 19 52 49 28 48 30 25 2100 2200 2300 479 300 178 146 88 68 31 125 73 45 17 114 72 41 35 94 67 24 31 2100 2200 2300 551 320 202 145 78 70 ·37 158 88 51 26 12 9 93 45 29 119 61 36 22 2100 2200 2300 549 314 227 188 97 86 45 125 92 60 27 122 61 45 23 114 64 36 29 2100 2200 2300 19733E-02 EventCount-614 Page 1 Traffic Data Service Southwest Event Counts 19733E-02 EventCount-614 --English (ENU) Datasets: Site: Input A: [19733EJ Palomar Airport Road Btwn College Ave & Camino Vida Roble 2 -East bound. -Added to totals. (1) Input B: 0 -Unused or unknown. -Excluded from totals. (0) Survey Duration: File: Identifier: 22:16 Monday, July 17, 2006 => 10:49 Monday, July 24, 2006 F:\Traffic Data\MCData\RBF\2006\ 197\ 19733E24JUL2006.EC0 (Plus) A6483S3X MC56-1 [MC55] (c)Microcom 07/06/99 Algorithm: Event Count Data type: Axle sensors -Separate (Count) Profile: Filter time: Name: 23:00 Monday, July 17, 2006 => 9:00 Friday, July 21, 2006 Factory default profile Scheme: Units: In profile: Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events = 57652 I 57820 (99.71 %) * Monday, July 17, 2006=176 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 * Tuesday, July 18, 2006=18462, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700'0800 0900 1000 llOO 1200 88 56 37 42 102 506 957 1586 1612 1181 1062 1040 1305 24 18 7 5 9 60 158 312 460 335 266 242 308 22 12 4 10 11 94 183 346 396 258 277 247 307 24 16 11 12 38 154 275 441. 397 313 270 248 312 18 10 15 15 44 198 341 487 359 275 249 303 378 1300 1300 1294 326 325 316 327 AM Peak 0730 -0830 (1784), AM PHF:0.92 PM Peak 1245 -1345 (1345), PM PHF:0.89 * Wednesday, July 19, 2006=18085, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 llOO 1200 1300 116 61 41 31 118 485 880 1578 1553 1245 943 953 1202 1327 37 14 11 14 16 60 146 316 456 375 252 240 283 365 29 17 9 7 15 75 198 336 384 256 241 220 267 322 28 20 10 4 37 159 235 436 368 318 231 251 292 311 22 10 11 6 50 191 301 490 345 296 219 242 360 329 AM Peak 0730 -0830 (1766), AM PHF:0.90 PM Peak 1245 -1345 (1358), PM PHF:0.93 * Thursday, July 20, 2006=19017, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 122 60 41 45 129 470 950 1523 1560 1242 1004 1081 1261 1445 29 22 12 12 12 55 152 300 466 362 247 255 298 339 33 11 11 12 19 79 205 335 381 310 260 288 289 371 34 13 7 13 33 148 267 419 369 303 25 6 250 320 389 26 14 11 8 65 188 326 469 344 267 241 288 354 346 AM Peak 0730 -0830 (1735), AM PHF:0.92 PM Peak 1245 -1345 (1453), PM PHF:0.93 * Friday, July 21, 2006=1910 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400·0500 0600 0100 0800 0900 1000 1100 1200 1300 105 67 58 41 103 504 852 180 0 37 22 13 8 7 61 145 180 0 29 16 24 11 17 LS 164 0 0 18 21 5 12 22 132 236 0 0 21 8 16 10 57 196 307 0 0 1400 1500 1600 1700 1400 1500 1600 1700 1127 1095 1049 1156 301 281 268 298 295 294 238 301 281 268 282 300 250 252 261 257 1400 1500 1600 1700 1051 1014 1037 1056 258 282 236 285 254 247 289 261 257 237 272 249 282 248 240 261 1400 1500 1600 1700 1200 1145 1144 1189 308 262 308 333 309 332 263 296 295 277 259 270 288 274 314 290 1400 1500 1600 1700 1800 1900 1800 1900 902 672 240 18 4 248 142 207 195 207 151 1800 1900 992 719 235 204 285 161 249 185 223 169 1800 1900 859 775 220 208 244 189 203 194 192 184 1800 1900 2000 2000 622 147 178 164 133 2000 676 174 162 158 182 2000 740 194 170 212 164 2000 2100 2200 2300 -176 53 24 52 22 32 24 39 18 2100 2200 2300 454 304 213 132 100 61 37 102 59 67 29 ll4 74 51 28 106 71 34 22 2100 2200 2300 501 317 189 125 99 57 29 127 89 47 33 125 60 46 34 124 69 39 26 2100 2200 2300 462 357 213 140 ll3 55 37 108 83 58 29 116 79 52 18 98 82 48 21 2100 2200 2300 19733W-04 EventCount-613 Page 1 Traffic Data Service Southwest Event Counts 19733W-04 EventCount-613 --English (ENU) Datasets: Site: Input A: [19733W] Palomar Airport Road Btwn College Ave & Camino Vida Roble 4 -West bound. -Added to totals. (1) Input 8: 0 -Unused or unknown. -Excluded from totals. (0) Survey Duration: File: Identifier: 22:10 Monday, July 17, 2006 => 10:56 Monday, July 24, 2006 F:\Traffic Data\MCData\RBF\2006\ 197\ 19733W24JUL2006.EC0 (Plus) M427JV36 MC56-6 [MC55] (c)Microcom 02/03/01 Algorithm: Event Count Data type: Axle sensors -Separate (Count) Profile: Filter time: Name: 23:00 Monday, July 17, 2006 => 15:00 Friday, July 21, 2006 Factory default profile Scheme: Units: In profile: Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events= 59685 I 59837 (99.75%) * Monday, July 17, 2006=135 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 * Tuesday, July 18, 2006=19623, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 83 54 34 59 124 363 825 968 1045 1050 1103 1432 1658 22 13 9 13 24 48 194 237 268 243 241 301 464 19 19 3 8 23 76 191 253 284 269 269 366 452 24 11 10 14 40 10 6 212 233 223 254 299 365 387 18 11 12 24 37 133 228 245 270 284 294 400 355 1300 1300 1301 358 335 276 332 AM Peak 1145 -1245 (1703);AM PHF:0.92 PM Peak 1700-1800 (1983), PM PHF=0.86 * Wednesday, July 19, 2006=18928, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 70 55 32 51 121 361 796 922 1057 1013 1123 1442 1513 1284 14 7 3 5 21 49 161 246 245 216 242 331 407 350 11 17 7 15 27 79 185 206 288 255 281 289 400 328 22 21 12 11 36 102 200 198 249 258 290 408 400 271 23 10 10 20 37 131 250 272 275 284 310 414 306 335 AM Peak 1130 -1230 (1629), AM PHF:0.98 PM Peak 1645-1745 (1884), PM PHF:0.86 * Thursday, July 20, 2006=19424, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 86 41 37 71 136 338 782 890 997 1077 1224 1564 1551 1294 27 13 9 10 29 50 173 220 257 248 287 329 479 369 19 10 7 11 31 82 172 194 239 284 315 368 368 307 25 11 14 21 34 98 220 239 237 259 289 437 374 308 15 7 7 29 42 108 217 237 264 286 333 430 330 310 AM Peak 1115 -1215 (1714), AM PHF:0.89 PM Peak 1630 -1730 (1945), PM PHF:0.88 * Friday, July 21, 2006=1572 (Incomplete), 15 minute drops 1400 1500 1600 1700 1400 1500 1600 1700 1406 1535 1702 1983 314 368 429 505 337 390 394 574 389 379 477 442 366 398 402 462 1400 1500 1600 1700 1288 1387 1655 1822 330 383 407 546 302 320 372 446 335 359 432 448 321 325 444 382 1400 1500 1600 1700 1397 1450 1723 1862 339 330 462 552 310 350 346 478 354 390 479 430 394 380 436 402 1800 i900 1800 1900 1145 681 · 360 219 323 197 260 131 202 134 1800 1900 1135 687 339 220 295 189 252 123 249 155 1800 1900 1145 664 334 209 296 184 281 ]43 234 12 8 2000 2000 403 120 100 100 83 2000 420 130 99 104 87 2000 409 96 102 113 98 2100 2100 301 91 89 71 50 2100 326 76 102 74 74 2100 312 91 88 64 69 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 66 47 51 79 115 337 780 95 0 1 1 0 0 0 0 25 16 18 11 24 53 151 95 0 0 0 0 0 0 0 9 13 11 16 26 71 178 0 0 0 1 0 0 0 0 14 7 8 18 26 92 218 0 0 0 0 0 0 0 0 18 11 14 34 39 121 233 0 0 1 0 0 a a 0 AM Peak 0600 -0700 (780), AM PHF:0.84 2200 2300 -135 50 22 32 19 28 24 25 18 2200 2300 215 153 62 52 14 61 44 11 55 33 22 37 24 23 2200 2300 216 152 49 54 27 60 41 19 60 26 25 47 31 15 2200 2300 216 158 70 62 25 57 45 9 41 24 14 48 27 18 2200 2300 Traffic Data Service Southwest Event Counts 17603-02 EventCount-722 --English (ENU) Datasets: Site: Input A: Input B: Survey Duration: [17603] Palomar Airport Rd -Btwn El Camino Real & El Fuerte 2 -East bound. -Added to totals. (1) 4 -West bound. -Excluded from totals. (0) 7:40 Tuesday, July 25, 2006 => 15:52 Friday, July 28, 2006 17603-02 EventCount-722 Page 1 File: Identifier: F:\Traffic Data\MCData\RICK\2006\176\Week 3\1760328Jul2006.EC0 (Plus) M2909VVJ MC56-6 [MC55] (c)Microcom 02/03/01 Algorithm: Event Count Data type: Axle sensors -Separate (Count) Profile: Filter time: Name: 8:00 Tuesday, July 25, 2006 => 6:00 Friday, July 28, 2006 Factory default profile Scheme: Count events divided by two. Units: In profile: Non metric (ft, mi, ft/s, mph, lb, ton) Events= 144448 / 144827 (99.74%) * Tuesday, July 25, 2006=21126 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 -1331 1185 1107 1405 1494 -353 .328 292 333 388 -359 2 68 255 321 401 -323 304 277 367 306 296 285 283 384 399 PM Peak 1645 -1745 (2465), PM PHF:0.92 * Wednesday, July 26, 2006=24747, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 240 101 80 52 151 573 921 1388 1417 1126 1123 1292 1438 115 31 19 11 23 72 159 270 355 248 278 291 375 54 22 20 17 19 113 195 330 336 294 289 312 352 40 32 27 12 44 178 250 390 375 273 253 318 352 31 16 14 12 65 210 317 398 351 311 303 371 359 1300 1542 416 386 386 354 1300 1548 354 382 404 408 AM Peak 0730 -0830 (1479), AM PHF:0.93 PM Peak 1630 -1730 (2444), PM PHF:0.89 * Thursday, July 27, 2006=25181, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 255 108 94 47 162 553 908 1435 1400 1180 1145 1307 1480 1600 124 46 40 11 23 61 160 297 370 304 312 268 355 404 47 20 23 16 13 87 182 296 363 310 279 307 357 367 51 29 17 14 52 199 255 407 351 260 254 388 380 437 33 13 14 6 74 206 311 435 316 306 300 344 388 392 AM Peak 0730 -0830 (1575), AM PHF:0.91 PM Peak 1630 -1730 (2504), PM PHF:0.94 * Friday, July 28, 2006=900 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 24? 115 80 73 148 237 113 38 30 21 23 62 54 24 20 19 24 112 51 42 14 15 41 63 29 11 16 18 60 0 1400 1500 1600 1700 1684 1889 2197 2451 409 491 542 673 381 430 514 628 470 496 575 598 424 472 566 552 1400 1500 1600 1700 1693 1979 2247 2379 392 485 591 690 393 440 517 615 491 524 609 533 417 530 530 541 1400 1500 1600 1700 1699 1927 2225 2485 378 499 534 666 418 422 519 666 502 490 564 535 401 516 608 618 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 1657 1088 808 582 438 268 543 311 200 146 121 96 115 431 300 187 150 125 61 54 351 247 225 174 107 64 40 332 230 196 112 85 47 31 1800 1900 2000 2100 2200 2300 1591 1122 902 681 418 285 486 334 222 184 110 104 124 404 325 221 171 117 77 47 361 234 239 187 97 49 51 340 229 220 139 94 55 33 1800 1900 2000 2100 ·2200 2300 1654 1088 989 627 469 344 478 288 25 9 ·182 148 119 113 430 285 248 163 115 91 54 412 254 271 152 96 65 51 334 261 211 130 110 69 29 1800 1900 2000 2100 2200 2300 .. .-..... ----,--·~_ .. _,,..__ ·-~ 17603-02 EventCount-723 Page 1 Traffic Data Service Southwest Event Counts 17603-02 EventCount-723 --English (ENU) Datasets: Site: Input A: Input B: Survey Duration: [17603] Palomar Airport Rd -Btwri El Camino Real & El Fuerte 2 -East bound. -Excluded from totals. (0) 4 -West bound. -Added to totals. (1) 7:40 Tuesday, July 25, 2006 ==> 15:52 Friday, July 28, 2006 File: Identifier: F:\Traffic Data\MCData\RICK\2006\176\Week 3\1760328Jul2006.EC0 (Plus) M2909VVJ MC56-6 [MC55] (c)Microcom 02/03/01 Algorithm: Event Count Data type: Axle sensors -Separate (Count) Profile: Filter time: Name: 8:00 Tuesday, July 25, 2006 => 6:00 Friday, July 28, 2006 Factory default profile Scheme: Count events divided by two. Units: In profile: Non metric (ft, mi, ft/s, mph, lb, ton) Events== 144448/ 144827 (99.74%) * Tuesday, July 25, 2006:19352 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 -2354 1656 1356 1415 1537 -625 450 354 304 359 -592 380 324 353 383 -600 403 348 374 415 -537 423 330 384 380 PM Peak 1645 -1745 (1842), PM PHF:0.90 * Wednesday, July 26, 2006:25691, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 114 59 65 94 403 984 2019 2563 2391 1574 1325 1461 1570 45 21 16 13 39 125 400 559 698 434 319 342 398 23 19 15 20 61 185 487 645 594 382 338 342 363 27 11 16 24 130 264 487 632 587 365 322 374 406 19 8 18 37 173 410 645 727 512 393 346 403 403 AM Peak 0715 -0815 (2702), AM PHF:0.93 PM Peak 1630-1730 (1946), PM PHF:0.91 * Thursday, July 27, 2006:26347, 15 minute drops 0000 0100 020D 0300 04D0 0500 0600 0700 0800 0900 1000 llOO 1200 118 65 65 108 422 960 l 995 2569 2371 1742 1474 1468 1550 42 20 17 18 48 108 416 558 626 489 431 370 414 25 20 11 27 58 195 42 9 599 603 430 354 · 355 354 22 15 19 22 124 201 490 670 581 404 338 358 381 29 10 18 41 192 456 660 742 561 419 351 385 401 AM Peak 0730 -0830 (2641), AM PHF=0.89 PM Peak 1630-1730 (1778), PM PHF:0.93 * Friday, July 28, 2006=1103 (Incomplete), 15 minute drops 1300 1425 368 349 362 346 1300 1440 371 371 373 325 1300 1474 384 368 382 340 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 111 58 70 107 397 360 42 14 20 19 34 112 19 15 14 20 66 161 25 20 20 30 120 87 25 9 16 38 177 0 1400 1500 1600 1700 1503 1642 1591 1791 344 416 428 510 348 409 347 504 412 435 431 443 399 382 385 334 1400 1500 1600 1700 1497 1588 1753 1831 372 374 433 534 359 412 382 474 390 436 461 441 376 366 477 382 1400 1500 1600 1700 1606 1644 1669 1742 380 384 470 480 338 442 371 470 493 444 429 429 395 374 399 363 1400 1500 1600 1700 1800 1900 2000 1194 673 425 333 179 116 327 188 107 292 144 100 242 162 102 1800 1900 2000 1059 610 469 306 181 136 285 156 J.05 271 131 113 197 142 115 1800 1900 2000 1147 736 528 320 199 149 309 202 130 279 162 122 239 173 127 1800 1900 2000 2100 2200 2300 362 237 191· 109 84 70 45 96 54 45 23 85 57 45 27 72 42 31 19 2100 2200 2300 353 266 203 103 91 78 42 92 54 47 25 78 58 46 22 80 63 32 . 29 2100 2200 2300 381 267 246 95 82 84 42 112 60 61 19 95 58 56 25 79 67 45 25 2100 2200 2300 19734E-02 EventCount-720 Page 1 Traffic Data Service Southwest Event Counts 19734E-02 EventCount-720 --English (ENU) Datasets: Site: Input A: Input B: [19734E] Palomar Airport Rd Btwn El Camino Real & El Fuerte 2 -East bound. -Added to totals. (1) 0 -Unused or unknown. -Excluded from totals. (0) Survey Duration: File: Identifier: 22:33 Monday, July 17, 2006 => 10:26 Monday, July 24, 2006 F:\Traffic Data\MCData\RBF\2006\197\19734E24JUL2006.EC0 (Plus) M79303MC MC56-6 [MC55] (c)Microcom 02/03/01 Algorithm: Event Count Data type: Axle sensors -Separate (Count) Profile: Filter time: Name: 23:00 Monday, July 17, 2006 => 9:00 Friday, July 21, 2006 Factory default profile Scheme: Units: In profile: Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events = 7 4112 / 7 4248 (99.82%) * Monday, July 17, 2006=285 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 * Tuesday, July 18, 2006=24140, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 221 81 59 62 132 543 934 1316 1383 1121 1099 1245 1275 100 33 20 14 19 58 161 289 355 302 287 302 314 44 13 18 17 15 96 184 323 369 280 268 291 314 45 21 12 17 46 176 273 344 336 275 263 345 325 32 14 9 14 52 213 316 360 323 264 281 307 322 1300 1300 1359 351 348 34 7 313 AM Peak 0730 -0830 (1428), AM PHF=0.97 PM Peak 1630 -1730 (2468), PM PHF=0.91 * Wednesday, July 19, 2006=21960, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 244 90 88 53 143 551 899 1314 1015 0 466 1145 1283 1372 87 35 41 12 18 62 151 285 337 0 0 262 303 340 55 14 17 12 21 93 193 312 332 0 0 297 339 325 68 25 16 12 43 180 260 334 346 0 188 283 300 361 34 16 14 17 61 216 295 383 0 0 278 303 341 346 AM Peak 0745 -0845 (1398), AM PHF=0.91 PM Peak 1645 -1745 (2414), PM PHF=0.93 * Thursday, July 20, 2006=24973, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 239 120 74 69 143 578 929 1292 1404 1145 1049 1197 1339 1696 91 51 33 22 17 59 144 24 5 385 307 271 268 333 431 57 27 15 9 15 104 185 333 354 282 246 292 327 456 45 26 18 21 34 196 269 341 328 779 260 321 337 406 46 16 8 17 77 219 331 373 337 277 272 316 342 403 AM Peak 0730 -0830 (1453), AM PHF=0.94 PM Peak 1645 -1745 (2567), PM PHF=0.92 * Friday, July 21, 2006=2744 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 269 112 97 62 136 570 842 656 0 115 38 38 11 18 64 144 261 0 64 24 26 14 18 123 180 300 0 55 38 17 18 31 182 237 85 0 35 12 16 19 69 201 281 10 0 1400 1500 1600 1700 1400 1500 1600 1700 1560 2051 2237 2460 371 645 528 680 387 427 531 610 406 482 614 612 396 497 564 558 1400 1500 1600 1700 1504 1946 2171 2413 368 404 534 648 359 403 518 614 392 693 539 572 385 446 580 579 1400 1500 1600 1700 1696 1975 2214 2545 450 493 603 680 384 474 454 699 491 486 576 607 371 522 581 559 1400 1500 1600 1700 1800 1900 1800 1900 1661 1059 525 339 480 269 342 240 314 211 1800 1900 1745 1126 511 293 451 329 430 249 353 255 1800 1900 1668 1137 477 328 4 90 330 355 265 346 214 1800 J.900 2000 2100 2200 2300 -285 92 100 76 44 52 45 65 32 2000 2100 2200 2300 846 633 444 359 231 182 134 125 87 210 158 107 92 55 215 152 108 83 68 190 141 95 59 34 2000 2100 2?00 2300 908 669 507 308 231 172 149 102 91 237 168 146 65 57 184 170 125 81 45 256 159 87 60 46 2000 2100 2200 2300 934 631 535 364 229 201 162 113 115 232 149 135 98 64 252 134 103 75 55 221 147 135 78 35 2000 2100 2200 2300 19734 W-04 EventCount-721 Page 1 Traffic Data Service Southwest Event Counts 19734W-04 EventCount-721 --English (ENU) Datasets: Site: Input A: Input B: Survey Duration: File: Identifier: Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: (19734W] Palomar Airport Rd Btwn El Camino Real & El Fuerte 4 -West bound. -Added to totals. (1) 0 -Unused or unknown. -Excluded from totals. (0) 22:29 Monday, July 17, 2006 => 10:52 Monday, July 24, 2006 F:\Traffic Data\MCData\RBF\2006\197\ 19734W24JUL2006.EC0 (Plus) M2909VVJ MC56-6 [MC55] (c)Microcom 02/03/01 Event Count Axle sensors -Separate (Count) 23:00 Monday, July 17, 2006 => 9:00 Friday, July 21, 2006 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events = 128601 / 128708 (99.92%) * Monday, July 17, 2006:186 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 * Tuesday, July 18, 2006:31130, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 llOO 1200 1300 1400 1500 1600 1700 1800 1900 2000 119 87 43 121 384 1043 2133 3102 2570 1803 1402 1462 1583 1471 1628 2027 2222 3048 1846 1076 682 35 27 6 15 33 103 417 729 763 542 329 297 385 387 391 426 509 861 568 319 178 27 27 7 24 66 188 465 755 614 410 350 362 400 342 346 4 94 370 804 457 292 155 25 17 17 29 109 296 514 806 619 465 370 345 369 344 4 68 637 650 804 402 234 17 6 32 16 13 53 176 456 737 812 574 386 353 458 429 398 423 470 693 579 419 231 173 AM Peak 0715 -0815 (3136), AM PHF=0.97 PM Peak 1645-1745 (3162), PM PHF=0.92 * Wednesday, July 19, 2006:44032, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 152 116 65 163 502 1574 3686 4562 4230 2941 2446 2412 2780 2492 2516 2661 2843 2953 1830 1061 791 38 21 10 22 40 160 675 1066 1291 839 6ll 543 760 658 616 703 67 4 774 575 341 231 32 40 12 43 76 324 824 1059 1024 675 611 591 724 532 534 653 622 808 463 241 168 38 32 19 37 123 395 985 1130 1010 779 636 627 675 624 744 680 872 709 397 229 223 44 23 24 61 263 695 1202 1307 905 64 8 588 651 621 678 622 625 675 662 395 250 169 AM Peak 0715 -0815 (4787), AM PHF=0.92 PM Peak 1630-1730 {3129); PM PHF=0.90 * Thursday, July 20, 2006:44932, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 173 92 68 181 496 1377 3320 4624 4067 2939 2642 2704 2772 2674 2810 2891 3049 3115 1849 1057 779 50 33 14 20 43 158 602 1048 1162 737 614 591 768 741 715 715 768 940 555 288 214 43 23 11 32 79 258 739 1105 958 808 608 606 635 606 575 717 730 809 431 229 169 41 25 25 37 135 348 845 1189 1015 646 741 711 702 655 737 798 802 717 526 286 214 39 11 18 92 239 613 1134 1282 932 748 679 796 667 672 783 661 749 649 337 254 182 AM Peak 0715 -0815 (4738), AM PHF=0.92 PM Peak 1630 -1730 (3300), PM PHF=0.88 * Friday, July 21, 2006=8318 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0500 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 188 115 96 177 473 1468 3338 2463 0 64 48 26 23 42 156 499 923 0 28 33 22 39 75 304 748 1112 0 52 23 21 40 144 362 958 427 0 44 11 27 75 212 64 6 1133 1 0 2100 2200 2300 -186 -70 35 --·--44 27 42 25 30 32 2100 2200 2300 603 395 280 176 ·129 106 38 174 94 74 32 163 112 69 38 90 60 31 44 2100 2200 2300 592 375 289 131 124 100 50 150 100 66 43 159 90 66 41 152 61 57 39 2100 2200 2300 545 393 315 135 136 102 64 15 6 113 93 28 122 70 53 52 132 74 67 44 2100 2200 2300 Traffic Data Service Southwest Event Counts 19735-01 EventCount-609 --English (ENU) Datasets: Site: Input A: [19735] El Camino Real Btwn Camino Vida Roble & Cassia Rd 1 -North bound. -Added to totals. (1) Input B: 3 -South bound. 0 Excluded from totals. (0) Survey Duration: File: Identifier: 15:12 Monday, July 17, 2006 => 8:41 Monday, July 24, 2006 F:\Traffic Data\MCData\RBF\2006\ 197\ 1973524Jul2006.EC0 (Plus) M144ME75 MC56-6 [MC55] (c)Microcom 02/03/01 Algorithm: Event Count Data type: Axle sensors -Split (Count)· Profile: Filter time: Name: 16:00 Monday, July 17, 2006 => 8:00 Friday, July 21, 2006 Factory default profile Scheme: Units: In profile: Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events = 106590 / 108207 (98.51 %) * Monday, July 17, 2006:3976 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 * Tuesday, July 18, 2006:14425, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 55 32 24 25 69 213 563 1244 1271 978 875 842 1086 13 6 4 6 13 29 80 224 345 261 222 185 254 15 11 4 10 9 46 118 291 328 253 221 243 267 17 9 11 4 13 42 150 308 292 245 199 196 280 10 6 5 5 34 96 215 421 306 219 233 218 285 1300 1300 1068 278 249 281 260 AM Peak 0730 -0830 (1402), AM PHF:0.83 PM Peak 1215 -1315 (1110), PM PHF:0.97 * Wednesday, July 19, 2006:14571, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 68 36 26 28 79 214 501 1197 1270 1092 736 869 1037 1045 22 11 5 9 9 29 73 211 344 312 176 209 235 292 18 6 8 6 17 38 91 263 308 264 180 206 260 260 18 10 10 8 22 56 149 310 307 268 192 217 245 ·248 10 9 3 5 31 91 188 413 311 248 188 237 297 245 AM Peak 0730 -0830 (1375), AM PHF=0.83 PM Peak 1245-1345 (1097), PM PHF:0.92 * Thursday, July 20, 2006:14858, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 71 48 27 35 66 210 554 1181 1284 1065 853 851 1039 1155 23 15 6 5 10 34 81 188 341 280 228 224 258 306 20 15 6 6 9 47 115 272 329 275 215 210 255 279 15 9 8 15 12 52 151 297 294 251 192 206 229 290 13 9 7 9 35 77 207 424 320 259 218 211 297 280 AM Peak 0730 -0830 (1391), AM PHF:0.82 PM Peak 1245-1345 (1172), PM PHF:0.96 * Friday, July 21, 2006:2063 (Incomplete), 15 minute drops . 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 100 60 32 43 70 212 506 1040 33 · 18 8 12 6 40 78 181 26 14 7 8 11 41 100 244 22 16 10 11 14 59 153 289 19 12 7 12 39 72 175 326 1400 1500 1600 1700 -920 964 -204 268 --235 247 -259 222 -222 227 1400 1500 1600 1700 936 997 977 996 234 247 239 252 256 234 248 275 233 265 255 248 213 251 235 221 1400 1500 1600 1700 954 973 1009 1025 221 219 228 256 237 228 253 239 240 300 250 294 256 226 278 236 1400 1500 1600 1700 993 955 1022 963 265 241 288 249 281 252 253 276 219 229 233 216 228 233 248 222 1400 1500 1600 1700 1800 652 173 .. 167 162 150 1800 692 191 197 136 168 1800 750 225 170 193 162 1800 757 231 200 169 157 1800 19735-01 EventCount-609 Page 1 1900 2000 2100 2200 2300 481 368 293 187 111 124 .. -95 .BB 60 . .2 9 13 121 ·g:i 81 52 28 15 135 107 63 52 26 17 101 73 61 23 28 10 1900 2000 2100 2200 2300 464 380 312 193 133 149 102 83 61 39 22 110 102 84 56 27 18 106 95 84 43 36 18 99 81 61 33 31 10 1900 2000 2100 2200 2300 558 404 285 284 131 166 100 90 105 39 23 150 109 64 94 30 20 135 101 66 55 34 15 107 94 65 30 28 13 1900 2000 2100 2200 2300 521 445 375 230 158 158 103 96 84 45 33 120 10 6 ·104 49 42 26 129 128 84 44 31 22 114 108 91 53 40 19 1900 2000 2100 2200 2300 Traffic Data Service Southwest Event Counts 19735-01 EventCount-610 --English (ENU) Datasets: Site: Input A: Input B: Survey Duration: File: Identifier: Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: [19735] El Camino Real Btwn Camino Vida Roble & Cassia Rd 1 -North bound. -Excluded from totals. (0) 3 -South bound. -Added to totals. (1) 15:12 Monday, July 17, 2006 => 8:41 Monday, July 24, 2006 F:\Traffic Data\MCData\RBF\2006\ 197\ 1973524Ju/2006.EC0 (Plus) M144ME75 MC56-6 [MC55] (c)Microcom 02/03/01 Event Count Axle sensors -Split (Count) 16:00 Monday, July 17, 2006 => 8:00 Friday, July 21, 2006 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events= 106590 / 108207 (98.51 %) * Monday, July 17, 2006=5802 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 -1360 1731 1064 605 -315 504 311 164 -327 505 309 162 -359 365 243 138 -359 357 201 141 * Tuesday, July 18, 2006=15625, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 ll00 1200 1300 1400 1500 1600 1700 1800 1900 59 24 48 57 82 211 635 854 925 823 827 1019 1187 990 943 1072 1420 1719 1088 634 26 5 9 15 17 27 89 229 216 227 190 193 315 284 226 265 343 517 332 207 14 7 14 9 22 50 137 209 248 189 210 267 320 250 215 258 304 452 281 147 5 5 11 17 13 52 200 201 258 191 197 253 285 240 241 267 398 401 236 155 14 7 14 16 30 82 209 215 203 216 230 306 267 216 261 282 375 349 239 125 AM Peak 1145 -1245 (1226), AM PHF:0.96 PM Peak 1645-1745 (1745), PM PHF:0.84 * Wednesday, July 19, 2006=16254, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 ll00 1200 1300 1400 1500 1600 1700 1800 1900 66 39 43 57 86 195 610 859 853 856 856 1138 1265 1080 1015 1211 1464 1691 1160 62<1 23 7 10 7 26 95 208 228 224 225 271 329 265 291 314 364 462 324 200 14 11 8 10 27 36 148 238 185 200 215 279 337 299 239 300 330 480 338 156 18 8 13 17 25 52 181 214 229 238 185 271 320 253 252 300 374 426 259 123 11 13 12 23 27 81 186 199 211 194 231 317 279 263 233 297 396 323 239 145 AM Peak 1145 -1245 (1303), AM PHF:0.97 PM Peak 1645-1745 (1764), PM PHF:0.92 * Thursday, July 20, 2006=17019, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 llOO 1200 1300 1400 1500 1600 1700 1800 1900 74 36 39 60 84 222 638 892 897 811 816 1205 1394 1126 1105 1210 1628 1846 1109 641 25 11 10 16 19 38 89 236 241 220 207 253 353 287 282 297 421 486 335 192 15 9 9 11 20 37 126 235 210 194 182 248 354 286 275 289 393 521 259 175 17 4 11 11 18 46 202 224 230 191 201 342 344 243 279 321 400 454 268 140 17 12 9 22 27 101 221 197 216 206 226 362 343 310 269 303 414 385 247 134 AM Peak 1145 -1245 (1413), AM PHF:0.98 PM Peak 1645-1745 (1875), PM PHF:0.90 * Friday, July 21, 2006=1996 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 67 44 57 52 89 197 603 887 14 19 12 11 15 26 88 252 25 10 13 12 24 46 146 234 13 11 11 14 23 44 171 228 15 4 21 15 27 81 198 173 19735-01 EventCount-610 Page 1 2000 2100 2200 2300 452 298 193 99 •. 14_1 J6 57 32 26 101 66 so 28 14 111 74 49 17 5 99 62 37 22 14 2000 2100 2200 2300 421 299 174 114 126 89 58 45 23 103 81 41 25 14 96 73 33 24 18 96 56 42 20 11 2000 2100 2200 2300 ·470 308 191 117 128 72 62 45 25 118 90 47 18 15 114 74 52 25 17 110 72 30 29 17 2000 2100 2200 2300 499 336 213 138 135 89 75 42 14 120 98 47 33 25 131 87 43 34 13 113 62 48 29 15 2000 2100 2200 2300 197 41 N-01 EventCount-594 Page 1 Traffic Data Service Southwest Event Counts 19741N-01 EventCount-594 --English (ENU) Datasets: Site: Input A: Input B: [19741N] El Camino Real Btwn La Costa Ave & Levante St 1 -North bound. -Added to totals. (1) 0 -Unused or unknown. -Excluded from totals. (0) Survey Duration: File: Identifier: 16:12 Monday, July 17, 2006 => 9:24 Monday, July 24, 2006 F:\Traffic Data\MCData\RBF\2006\197\1974124JUL2006.EC0 (Plus) A999VJFX MC56-1 [MCSS] (c)Microcom 07/06/99 Algorithm: Event Count Data type: Axle sensors -Separate (Count) Profile: Filter time: Name: 17:00 Monday, July 17, 2006 => 11 :00 Friday, July 21, 2006 Factory default profile Scheme: Units: In profile: Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events= 59079 / 60418 (97.78%) • Monday, July 17, 2006:4663 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 • Tuesday, July 18, 2006=16580, 15 minute drops 1300 1400 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 49 27 20 17 35 113 344 752 903 893 1007 1074 1258 1246 1248 12 7 1 6 9 18 53 130 210 216 251 238 297 309 322 19 12 4 5 8 25 86 189 203 216 239 252 326 314 312 8 2 7 7 27 91 197 275 242 256 291 297 313 270 10 6 8 5 11 43 114 236 215 219 261 293 338 310 344 AM Peak 1145 -1245 (1213), AM PHF:0.93 PM Peak 1630 -1730 (1452), PM PHF:0.84 · • Wednesday, July 19, 2006=16732, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 llOO 1200 1300 1400 55 38 18 16 43 102 324 737 865 926 966 1067 1270 1206 1267 21 12 4 3 13 14 51 137 192 230 234 270 292 307 295 13 10 4 3 8 22 76 146 203 225 239 261 327 281 303 10 9 6 6 8 25 97 207 221 246 254 256 321 323 335 ll 7 4 4 14 41 100 247 249 225 239 280 330 295 334 AM Peak 1145 -1245 (1220), AM PHF:0.93 PM Peak 1645-1745 (1487), PM PHF:0.97 • Thursday, July 20, 2006=16805, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 llOO 1200 1300 1400 73 29 14 21 54 104 331 711 937 941 1025 1038 1306 1311 1235 30 ll 5 2 7 15 48 119 244 208 232 247 294 316 320 20 9 2 9 10 23 75 157 207 236 258 266 328 367 316 15 4 8 16 19 98 205 237 232 250 261 320 3ll 310 8 5 3 2 21 47 110 230 249 265 285 264 364 317 289 AM Peak 1145 -1245 (1206), AM PHF:0.92 PM Peak 1615 -1715 (1405), PM PHF=0.86 • Friday, July 21, 2006=4298 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 62 22 17 20 50 92 318 730 943 978 1066 25 7 3 6 8 12 56 120 218 253 236 12 6 2 5 11 18 74 164 234 239 281 18 l 7 5 14 22 85 197 238 237 276 7 8 5 4 17 40 103 249 253 249 273 1500 J.600 1700 -1399 ~--405 -380 -310 -304 1500 1600 1700 1358 1411 1393 347 345 330 333 374 430 363 332 306 315 360 327 1500 1600 1700 1384 1422 1437 344 351 380 309 371 367 390 316 356 341 384 334 1500 1600 1700 1337 1326 1392 332 331 410 312 358 340 386 321 338 307 316 304 1500 1600 1700 1800 1900 1046 777 290 223 253 173 287 191 216 190 1800 1900 1100 832 274 226 305 223 251 190 270 193 1800 1900 1055 883 311 265 246 218 274 205 224 195 1800 1900 1124 889 349 229 256 213 273 222 246 225 1800 1900 2000 2100 2200 2300 672 436 221 112 179 144 .84 27 12 185 101 59 37 19 164 114 43 23 8 144 77 35 25 10 2000 2100 2200 2300 647 463 261 129 171 157 76 37 21 179 113 71 32 13 148 110 63 33 10 149 83 51 27 11 2000 2100 2200 2300 746 500 279 126 179 141 92 37 30 202 135 73 36 20 170 121 68 22 15 195 103 46 31 8 2000 2100 2200 2300 720 474 247 166 212 150 95 56 25 172 111 49 34 12 173 99 49 39 18 163 114 54 37 7 2000 2100 2200 2300 19741S-03 EventCount-593 Page 1 Traffic Data Service Southwest Event Counts 19741S-03 EventCount-593 --English (ENU) Datasets: Site: Input A: Input B: Survey Duration: [19741S] El Camino Real Btwn La Costa Ave & Levante St 3 -South bound. -Added to totals. (1) 0 -Unused or unknown. -Excluded from totals. (0) 15:55 Monday, July 17, 2006 => 9:29 Monday, July 24, 2006 File: Identifier: F:\Traffic Data\MCData\RBF\2006\197\19741 S24JUL2006.EC0 (Base) A568R525 MC56-1 [MC55] (c)Microcom 07/06/99 Algorithm: Event Count Data type: Axle sensors -Separate (Count) Profile: Filter time: Name: 16:00 Monday, July 17, 2006 => 11 :00 Friday, July 21, 2006 Factory default profile Scheme: Count events divided by two. Units: In profile: Non metric (ft, mi, ft/s, mph, lb, ton) Events = 69208 I 69289 (99.88%) * Monday, July 17, 2006:::5688 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 _---------. * Tuesday, July 18, 2006:::18220, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 42 33 25 32 63 146 739 1360 1550 1241 1164 1231 1249 14 8 9 7 17 17 78 278 335 329 298 290 324 7 6 5 6 11 22 155. 339 407 324 264 313 330 13 11 7 9 11 40 237 353 394 272 306 326 321 8 8 4 10 24 67 269 390 414 316 296 302 274 AM Peak 0800 -0900 (1550), AM PHF:0.94 PM Peak 1715 -1815 (1448), PM PHF:0.91 * Wednesday, July 19, 2006:::19200, 15 minute drops 1300 1400 1300 1400 1188 1158 317 285 327 287 292 299 252 287 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 59 42 32 37 51 132 689 1378 1463 1280 1165 1317 1476 1397 1375 17 11 8 9 6 20 97 315 333 321 302 302 339 343 357 12 16 7 4 11 20 129 338 363 316 293 321 384 333 387 14 5 10 10 14 29 198 342 328 334 263 333 356 338 313 16 10 7 14 20 63 265 383 439 309 307 361 397 383 318 AM Peak 0800 -0900 (1463), AM PHF:0.83 PM Peak 1215-1315 (1480), PM PHF:0.93 * Thursday, July 20, 2006:::20154, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 llOO 1200 1300 1400 68 30 27 41 53 154 704 1314 1532 1271 1192 1424 1541 1384 1424 22 7 9 13 16 19 83 256 389 311 303 330 417 355 333 19 9 4 9 8 32 145 326 369 342 306 351 375 335 378 18 8 7 9 9 33 220 343 383 313 306 386 353 339 363 9 6 7 10 20 70 256 389 391 305 277 357 396 355 350 AM Peak 1130-1230 (1535), AM PHF:0.92 PM Peak 1645-1745 (1713), PM PHF=0.96 * Friday, July 21, 2006=5944 (Incomplete) , 15 minute drops 1500 1600 1700 1800 -1261 1428 1140 ---271 325 _ 337 -339 392 295 -338 336 244 -313 375 264 1500 1600 1700 1800 1240 1264 1430 1084 299 310 312 330 327 325 397 271 305 306 378 279 309 323 343 204 1500 1600 1700 1800 1298 1328 1466 1147 307 314 304 292 333 385 444 295 317 280 352 288 341 349 366 272 1500 1600 1700 1800 1418 1554 1693 1175 299 371 422 390 354 394 446 257 387 348 404 284 378 441 421 244 1900 735 221 168 1 i7 169 1900 748 224 200 177 14 7 1900 817 228 218 175 196 1900 850 258 218 179 195 2000 2100 533 313 149 96 160 71 103 80 ·121 66 2000 2100 552 . 362 147 111 146 106 134 79 125 66 2000 2100 556 351 157 91 161 102 121 74 117 84 2000 2100 595 371 129 98 176 94 144 84 146 95 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 65 29 32 28 52 132 679 1264 1362 1295 1006 20 6 5 9 11 13 82 257 309 357 318 21 12 9 5 12 20 llO 294 338 327 332 .17 5 7 . 7 7 35 226 335 306 274 321 7 6 11 7 22 64 261 378 409 337 35 2200 2300 189 89 76 .. 28 . 14 45 22 7 47 29 13 21 10 8 2200 2300 207 112 77 34 17 64 27 12 31 34 14 35 17 16 2200 2300 225 119 77 35 22 61 27 19 49 29 18 38 28 9 2200 2300 215 124 63 31 20 61 41 21 60 32 17 31 20 7 2200 2300 19742E-02 EventCount-592 Page 1 Traffic Data Service Southwest Event Counts 19742E-02 EventCount-592 --English (ENU) Datasets: Site:. Input A: Input B: Survey Duration: Fife: · Identifier: Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In prof_ile: [19742EJ Poinsettia Lane Btwn Carlsbad Blvd & Avenida Encinas 2 -East bound. -Added to totals. (1) 0 -Unused or unknown. -Excluded from totals. (0) 20:19 Monday, July 17, 2006 => 8:46 Monday, July 24, 2006 F:\ Traffic Data\MCData\RBF\2006\ 197\ 197 42E24Jul2006.EC0 · (Base) A554FJK9 MC56-1 [MC55] (c)Microcom 07/06/99 Event Count Axle sensors -Separate (Count) 21 :00 Monday, July 17, 2006 => 13:00 Friday, July 21, 2006 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events= 13871 / 14012 (98.99%) * Monday, July 17, 2006=202 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 - -· :- * Tuesday, July 18, 2006=3752, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 ll00 1200 1300 1400 1500 1600 1700 1800 1900 2000 15 8 8 3 3 30 87 173 223 212 214 201 254 249 287 272 264 310 262 217 223 7 2 2 2 2 5 9 21 54 56 56 48 49 58. 74 72 57 78 68 66 72 4 2 0 0 9 15 43 53 49 49 55 53 79. 86 63 77 88 69 60 49 2 2 1 0 8 19 61 56 48 57 49 83 45 73 65 67 66 66 47 51 0 0 2 0 1 8 44 48 60 59 52 49 69 67 54 72 63 78 59 44 51 AM Peak 1145 -1245 (234), AM PHF:0.70 PM Peak 1700-1800 (310), PM PHF:0.88 * Wednesday, July 19, 2006:3933, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 ll00 1200 1300 1400 1500 1600 1700 1800 1900 2000 8 9 4 ·2 4· 29 82 157 198 203 218 255 281 270 291 270 290 345 289 251 223 l 2 0 1 l 4 9 26 46 46 60 62 61 54 77 71 66 87 85 70 69 2 3 2 l 1 5 17 29 51 45 52 51 87 71 65 60 55 95 70 59 48 4 1 2 0 l 7 22 53 52 43 48 66 68 67 80 68 72 87 78 65 48 1 3 0 0 1 13 34 49 49 69 58 76 65 78 69 71 97 76 56 57 58 AM Peak 1145 -1245 (292), AM PHF:0.84 PM Peak 1645 -17 45 (366), PM PHF:0.94 * Thursday, July 20, 2006:4327, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 llOO 1200 1300 1400 1500 1600 1700 1800 1900 2000 16 9 10 5 9 36 77 154 208 215 267 275 319 325 297 326 326 367 321 218 270 8 4 2 2 2 9 ll 32 ~6 47 66 80 89 87 76 73 60 103 101 50 90 4 0 2 0 2 6 18 29 53 54 64 58 82 83 73 77 99 95 Bl 56 60 3 2 0 1 l 6 23 40 51 46 65 72 72 78 · 64 87 89 81 70 61 59 1 3 6 2 4 15 25 53 48 68 72 65 76 77 84 89 78 88 69 51 61 AM Peak 1130 -1230 (308), AM PHF:0.87 PM Peak 1615 -1715 (369), PM PHF:0.90 * Friday, July 21, 2006=1657 (Incomplete), 15 minute drops 2100 2200 2300 119 59 24 35 16 7 34 13 7 24 15 6 26 15 4 2100 2200 2300 123 82 32 29 29 9 43 17 8 31 17 7 20 19 8 2100 2200 2300 144 72 38 38 20 14 40 21 10 39 19 10 27 12 4 2100 2200 2300 142 86 49 54 30 15 29 17 20 29 20 9 30 19 5 0000 0100 0200 0300 0400 0500·0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 18 11 7 5 8 22 72 160 212 239 292 296 315 5 4 1 2 2 5 9 26 44 64 58 77 85 l 3 2 0 l 2 23 30 57 52 82 62 76 7 . 3 2. l 2. 5 20 52 61 56 74 85 84 5 1 2 2 3 10 20 52 50 67 78 72 70 AM Peak 1130 -1230 (318), AM PHF:0.94 7. 4 4 0 1 2 4 1 8 4 3 l 5 l 7 5 19742W-04 EventCount-591 Page 1 Traffic Data Service Southwest Event Counts 19742W-04 EventCount-591 --English (ENU) Datasets: Site: Input A: [19742W] Poinsettia Lane Btwn Carlsbad Blvd & Avenida Encinas 4 -West bound. -Added to totals. (1) Input B: 0 -Unused or unknown. -Excluded from totals. (0) Survey Duration: 20:27 Monday, July 17, 2006 => 9:36 Monday, July 24, 2006 File: Identifier: F:\Traffic Data\MCData\RBF\2006\ 197\ 197 42W24JUL2006.EC0 (Base) A650941T MC56-1 [MC55] (c)Microcom 07/06/99 Algorithm: Event Count Data type: Axle sensors -Separate (Count) Profile: Filter time: Name: 21 :00 Monday, July 17, 2006 => 13:00 Friday, July 21, 2006 Factory default profile Scheme: Count events divided by two. Units: In profile: Non metric (ft, mi, ft/s, mph, lb, ton) Events = 18954 I 19059 (99.45%) * Monday, July 17, 2006:162 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 . -- * Tuesday, July 18, 2006=4619, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 llOO 1200 21 4 1 4 4 33 170 476 483 279 261 293 305 6 1 0 2 2 2 18 67 119 82 63 64 87 10 0 0 0 0 8 34 145 143 71 54 71 69 2 1 2 2 9 41 107 112 70 72 77 75 3 2 0 0 0 14 77 157 109 56 72 81 74 AM Peak 0745 -0845 (531), AM PHF:0.85 PM Peak 1645 -1745 (340), PM PHF:0.83 * Wednesday, July 19, 2006:5159, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 14 14 5 l 3 41 156 457 608 270 267 323 354 7 3 l 1 1 3 20 92 168 66 67 81 72 2 5 1 0 1 5 30 91 157 62 66 74 78 4 4 2 0 0 48 143 161 68 65 79 100 1 2 1 0 1 29 58 131 122 74 69 89 104 AM Peak 0745 -0845 (617), AM PHF:0.92 PM Peak 1300 -1400 (512), PM PHF:0.80 * Thursday, July 20, 2006:6425, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 20 9 8 6 6 36 127 475 599 496 421 489 425 7 4 2 2 l s lT 59 142 142 85 111 138 6 0 1 ,1 2 3 23 130 116 124 106 129 99 5 1 1 0 1 13 42 142 173 118 118 106 97 ·2 4 4 3 2 15 45 144 168 112 112 143 91 AM Peak 0830 • 0930 (607), AM PHF:0.88 PM Peak 1700 -1800 (557), PM PHF:0.90 * Friday, July 21, 2006=2589 (Incomplete) , 15 minute drops 1300 1400 1500 1600 1700 1300 1400 1500 1600 1700 321 258 265 281 320 79 69 72 70 65 73 67 68 57 86 75 50 63 67 102 94 72 62 87 67 1300 1400 1500 1600 1700 512 331 263 316 349 131 98 63 96 BO 118 82 59 65 105 102 89 74 70 87 161 62 67 85 77 1300 1400 1500 1600 1700 435 405 468 461 557 110 112 103 106 136 99 79 107 115 154 109 108 126 106 127 117 106 132 134 140 1800 1800 277 65 84 59 69 1800 299 94 75 65 65 1800 341 107 95 70 69 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 20 8 9 7 10 29 123 254 356 424 442 458 449 7 3 6 2 2 20 52 87 78 120 94 127 5 1 0 3 2 4 28 65 74 93 113 117 101 3 3 2 .1 2 11 39 74 94 139 106-127 .. 107 5 1 1 1 4 13 36 63 101 114 103 120 114 AM Peak 1115-1215 (491), AM PHF:0.97 1900 1900 224 57 52 59 56 1900 222 65 60 55 42 1900 224 60 65 53 46 1900 2000 2100 2200 2300 85 45 32 24 19 10 . _6 20 9 6 10 22 6 10 2 19 11 6 3 2000 2100 2200 2300 141 104 61 33 31 26 21 6 7 35 25 19 10 2 41 24 9 11 4 34 29 12 6 1 2000 2100 2200 2300 154 104 54 42 51 31 17 15 7 29 29 14 9 6 32 26 14 11 5 42 18 9 7 2 2000 2100 2200 2300 174 119 83 41 48 33 29 l.4 7 45 32 22 9 5 43 27 21 12 3 38 27 11 6 5 2000 2100 2200 2300 19739E-02 EventCount-598 Page 1 Traffic Data Service Southwest Event Counts 19739E-02 EventCount-598 --English (ENU) Datasets: Site: Input A: Input B: [19739E] La Costa Ave Btwn N. Vulcan Ave & Sheridan Rd 2 -East bound. -Added to totals. (1) 0 -Unused or unknown. -Excluded from totals. (0) Survey Duration: File: Identifier: 19:24 Monday, July 17, 2006 => 9:16 Monday, July 24, 2006 F:\Traffic Data\MCData\RBF\2006\197\19739E24Jul2006.EC0 (Base) A56374S4 MC56-1 [MC55] (c)Microcom 07/06/99 Algorithm: Event Count Data type: Axle sensors -Separate (Count) Profile: Filter time: Name: 20:00 Monday, July 17, 2006 => 13:00 Friday, July 21, 2006 Factory default profile Scheme: Count events divided by two. Units: In profile: Non metric (ft, mi, ft's, mph, lb, ton) Events= 25281 / 25466 (99.27%) * Monday, July 17, 2006=.691 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 - * Tuesday, July 18, 2006= 7084, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 llOO 1200 28 19 14 12 25 100 252 414 474 410 355 357 431 6 4 5 2 4 12 40 67 115 90 73 85 112 9 3 2 5 2 19 68 100 121 ll6 86 97 105 8 9 5 4 9 33 75 121 105 92 90 83 111 5 3 2 1 10 36 69 126 133 ll2 106 92 103 AM Peak 0730 -0830 (483), AM PHF:0.96 PM Peak 1700 -1800 (577), PM PHF:0.90 * Wednesday, July 19, 2006= 7216, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 33 15 11 11 26 79 217 339 433 390 367 438 442 12 3 3 0 3 6 46 76 95 106 94 108 102 8 1 5 2 5 10 46 90 91 88 86 ll3 117 7 3 1 1 8 30 55 70 108 108 103 112 114 6 8 2 8 10 33 70 103 139 88 84 105 109 AM Peak 0815 -0915 (444), AM PHF:0.80 PM Peak 1700-1800 (592), PM PHF:0.94 * Thursday, July 20, 2006=7707, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 39 30 15 16 22 77 212 371 458 402 391 491 574 13 9 7 2 3 10 31 89 117 97 111 123 133 12 6 3 3 2 16 49 78 104 96 100 111 156 7 9 1 s 9 23 60 100 116 115 78 121 131 7 6 4 6 8 28 72 104 121 94 102 136 154 AM Peak 1145 -1245. (556), AM PHF:0.89 PM Peak 1630 -1730 (688), PM PHF:0.97 * Friday, July 21, 2006=2581 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200. 45 33 18 16 29 92 ·226 344 445 394 447 492 0 16 10 4 3 7 16 31 72 106 91 110 131 0 8 5 5 5 6 14 55 83 97 112 120 114 0 1~ 9 8 4_. 1.0. 25 56 94 127 95 ·117 137 0 9 9 1 4 6 37 84 95 115 96 100 110 0 AM Peak 1100 -1200 (492), AM PHF:0.90 1300 1400 1500 1600 1700 1300 1400 1500 1600 1700 445 523 524 509 577 ll8 126 142 129 150 106 148 124 ll9 130 107 126 134 134 160 ll4 123 124 127 137 1300 1400 1500 1600 1700 536 516 535 537 592 125 149 126 134 141 140 132 141 136 158 130 116 135 137 144 141 119 133 130 149 1300 1400 1500 1600 1700 537 496 558 663 648 144 120 127 144 164 137 144 135 166 171 143 ll2 150 178 150 ll3 120 146 175 163 1300 1400 1500 1600 1700 1800 1900 - 1800 1900 440 419 124 135 123 83 94 96 99 105 1800 1900 473 462 124 107 12 6 114 112 141 111 100 1800 1900 524 391 146 111 152 85 110 88 116 107 1800 1900 2000 2100 2200 2300 314 210 100 67 99 60 31 22 6 72 57 30 20 9 76 49 23 12 8 67 44 16 13 5 2000 2100 2200 2300 343 210 135 68 90 66 39 26 12 99 ·74 38 15 8 91 39 33 18 7 63 31 25 9 6 2000 2100 2200 2300 364 201 117 82 121 50 43 25 13 96 63 34 28 12 85 48 19 15 7 62 40 21 14 7 2000 2100 2200 2300 387 199 136 70 109 66 37 25 16 106 45 36 16 8 100 51 37 18 12 72 37 26 11 9 2000 2100 2200 2300 19739W-04 EventCou nt-597 Page 1 Traffic Data Service Southwest Event Counts 19739W-04 EventCount-597 --English (ENU) Datasets: Site: Input A: Input 8: Survey Duration: [19739W] La Costa Ave Btwn N. Vulcan Ave & Sheridan Rd 4 -West bound. -Added to totals. (1) 0 -Unused or unknown. -Excluded from totals. (0) 19:31 Monday, July 17, 2006 => 10:29 Monday, July 24, 2006 File: Identifier: F:\Traffic Data\MCData\RBF\2006\ 197\ 19739W24JUL2006.ECO (Base) A564FEOH MC56-1 [MC55J (c)Microcom 07/06/99 Algorithm: Event Count Data type: Axle sensors -Separate (Count) Profile: Filter time: Naine: 20:00 Monday, July 17, 2006 => 13:00 Friday, July 21, 2006 Factory default profile Scheme: Units: In profile: Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events = 27058 / 27187 (99.53%) * Monday, July 17, 2006=566 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100·1200 * Tuesday, July 18, 2006:7480, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 37 17 12 6 13 64 287 609 848 640 455 414 416 11 2 4 2 ·2 6 39 114 204 182 102 118 112 11 7 4 2 4 11 60 151 188 163 115 107 109 8 2 2 2 3 18 85 152 197 H9 128 107 115 7 6 2 0 4 29 103 192 259 146 110 82 80 AM Peak 0800 -0900 (848), AM PHF:0.82 PM Peak 1715 -1815 (580), PM PHF:0.97 * Wednesday, July 19, 2006:7765, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1300 1400 1500 1600 1700 402 412 403 450 548 95 113 84 115 115 108 92 95 108 149 88 112 115 109 148 111 95 109 118 136 1300 1400 1500 160 0 1700 1800 1900 - 1800 1900 520 341 147 117 136 77 125 78 112 69 1800 1900 2000 202 53 45 50 54 2000 243 72 53 61 57 2000 49 16 23 2 15 57 235 590 647 681 419 470 552 630 518 472 411 564 434 312 . 205 13 10 9 0 4 4 37 124 125 220 116 128 122 154 106 134 98 151 134 91 59 18 4 4 0 3 11 36 143 149 170 93 128 145 164 133 122 111 161 108 82 48 10 0 5 0 7 17 94 158 144 176 100 94 142 155 120 100 115 112 103 68 49 8 2 s 2 1 25 68 165 229 115 110 120 143 157 159 116 147 140 89 71 49 AM Peak 0845 -0945 (795), AM PHF:0.87 PM Peak 1300 -1400 (630), PM PHF:0.96 * Thursday, July 20, 2006=8173, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 190() 2000 35 21 24 6 11 67 246 565 670 574 524 488 512 464 519 574 611 706 544 348 228 11 6 8 2 7 5 29 107 157 160 131 124 127 122 123 133 137 167 206 89 65 10 4 5 2 1 11 65 157 144 139 148 132 123 116 128 139 166 168 133 107 51 9 6 7 1 3 18 75 158 159 157 119 111 136 104 134 150 138 174 107 75 54 5 5 4 1 0 33 77 143 210 118 126 121 12 6 122 134 152 170 197 98 77 58 AM Peak 0815-0915 (673), AM PHF:0.80 PM Peak 1715-1815 (745), PM PHF:0.90 * Friday, July 21, 2006:3073 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 47 24 20 7 17 54 204 373 641 649 502 526 9 12 11 9 4 3 7 30 77 110 189 133 111 9 12 4 5 3 3 11 51 93 164 150 133 121 0 12 5 3 0 7 15 49 101 166 154 124 149 0 11 4 3 0 4 21 74 102 201 156 112 145 0 AM Peak 0815 -0915 (720), AM PHF:0.90 2100 2200 2300 164 129 71 -5_7 33 19 11 35 32 21 11 37 29 16 8 35 35 15 7 2100 2200 2300 166 122 55 30 34 17 13 49 33 17 18 44 29 12 10 43 26 9 8 2100 2200 2300 176. 146 81 53 41 22 11 48 42 29 10 43 33 19 9 32 30 11 5 2100 2200 230() 197 140 99 45 34 29 12 46 41 26 12 59 40 21 12 47 25 23 11 2100 2200 2300 19740E-02 EventCount-596 Page 1 Traffic Data Service Southwest Event Counts 19740E-02 EventCount-596 --English (ENU) Datasets: Site: Input A: Input B: Survey Duration: [19740E] La Costa Avenue Btwn Saxony Rd & Piraeus St 2 -East bound. -Added to totals. (1) 0 -Unused or unknown. -Subtracted from totals. (-1) 19:07 Monday, July 17, 2006 => 9:33 Monday, July 24, 2006 File: Identifier: F :\Traffic Data\MC Data\R BF\2006\ 197\ 197 40 E24J U L2006. ECO (Plus) M2757AON MC56-6 [MC55] (c)Microcom 02/03/01 Algorithm: Event Count Data type: Axle sensors -Split (Count) Profile: Filter time: Name: 20:00 Monday, July 17, 2006 => 11 :00 Friday, July 21, 2006 Factory default profile Scheme: Units: In profile: Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events= 62253 / 63022 (98.78%) • Monday, July 17, 2006=1972 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 • Tuesday, July 18, 2006:18161, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 121 70 40 42 67 298 875 1124 1216 1051 873 863 897 35 14 13 5 14 35 119 222 306 287 213 194. 235 32 16 9 5 13 45 188 257 306 267 187 227 193 32 25 11 14 88 278 304 272 250 219 219 260 22 15 9 21 26 130 290 341 332 247 254 223 209 1300 1400 1300 1400 985 1093 218 237 281 298 250 288 236 270 AM Peak 0730 -0830 (1257), AM PHF:0,92 PM Peak 1715 -1815 (1463), PM PHF:0.95 * Wednesday, July 19, 2006=17826, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 151 90 63 46 65 262 852 1112 1221 1025 865 873 879 917 988 59 22 18 7 10 29 128 242 289 268 233 232 209 237 212 34 34 23 11 16 45 181 278 276 255 191 222 230 203 254 36 18 9 13 9 76 259 271 320 272 218 182 220 236 252 22 16 13 15 30 112 284 321 336 230 223 237 220 241 270 AM Peak 0800 -0900 (1221), AM PHF:0.91 PM Peak 1715 -1815 (1367), PM PHF:0.97 * Thursday, July 20, 2006=18980, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 155 94 73 39 73 285 837 1153 1270 1034 906 927 1043 1009 1061 47 32 17 10 8 43 123 245 298 250 239 235 231 250 284 42 18 15 9 50 180 270 323 258 239 219 256 2 61 266 38 22 21 7 19 91 249 297 323 251 215 242 255 248 251 28 22 20 13 42 101 285 341 326 275 213 231 301 250 260 AM Peak 0745 -0845 (1285), AM PHF:0.94 PM Peak 1745 -1845 (1581), PM PHF:0.94 • Friday, July 21, 2006:5310 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 181 88 57 48 69 224 840 1075 1221 1052 455 75 22 14 9 13 24 123 232 298 284 259 40 27 17 10 14 39 179 241 276 280 195 39 22 19 10 19 69 278 286 305 245 1 27 17 7 '19 .. 23 92 260 316 342 243 0 1500 1600 1700 1500 1600 1700 1209 1272 1434 321 334 327 301 278 375 288 320 349 299 340 383 1500 1600 1700 1086 1230 1331 261 282 293 292 318 337 261 304 351 272 326 350 1500 1600 1700 1129 1345 1482 259 286 368 275 325 355 291 365 380 304 369 379 1500 1600 1700 1800 1900 -- - - 1800 1900 1350 969 356 283 340 236 326 233 328 217 1800 1900 1277 1084 329 293 314 265 324 258 310 268 1800 1900 1496 1094 384 301 420 316 398 229 294 248 1800 1900 2000 2100 2200 2300 726 574 396 276 209 152 136 90 35 166 151 · 116 69 32 169 127 83 78 32 182 144 61 39 22 2000 2100 2200 2300 812 651 502 347 234 172 156 126 59 194 190 121 82 34 217 150 108 67 36 167 139 117 72 22 2000 2100 2200 2300 890 710 515 294 238 18 9 155 94 47 243 193 139 77 42 198 174 136 56 38 211 154 85 67 28 2000 2100 2200 2300 883 756 520 316 220 210 127 97 75 240 186 136 86 40 214 15 9 137 67 39 209 201 120 66 27 2000 2100 2200 2300 :_ 19740W-04 EventCount-595 Page 1 Traffic Data Service Southwest Event Counts 19740W-04 EventCount-595 --English {ENU) Datasets: Site: Input A: Input B: [19740W] La Costa Avenue Btwn Saxony Rd & Piraeus St 4 -West bound. -Added to totals. (1) 0 -Unused or unknown. -Excluded from totals. (0) Survey Duration: File: Identifier: 19:17 Monday, July 17, 2006 => 10:36 Monday, July 24, 2006 F:\Traffic Data\MCData\RB.F\2006\ 197\19740W24JUL2006.ECO (Plus) M293M05F MC56-6 [MC55] (c)Microcom 02/03/01 Algorithm: Event Count Data type: Axle sensors -Separate (Count) Profile: Filter time: Name: 20:00 Monday, July 17, 2006 => 11 :00 Friday, July 21, 2006 Factory default profile Scheme: Units: In profile: Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events = 53875 / 54973 (98.00%) " Monday, July 17,,2006:1080 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 =- " Tuesday, July 18, 2006=15760, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 60 32 25 18 126 398 965 1105 1041 1036 895 1004 928 22 7 7 4 17 64 205 273 250 255 221 238 248 18 10 5 6 24 89 233 276 257 262 244 256 254 6 6 7 4 32 116 279 288 270 267 186 273 208 14 9 6 4 53 12 9 248 268 2 64 252 244 237 218 1300 1300 927 252 216 226 233 AM Peak 0700 -0800 {1105), AM PHF=0.96 PM Peak 1500 -1600 (1209), PM PHF:0.87 * Wednesday, July 19, 2006=15504, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 71 54 23 27 119 369 915 1087 1050 952 946 1069 986 917 22 18 4 4 17 56 191 257 229 236 224 298 276 212 22 12 8 6 17 66 213 280 296 224 255 268 246 218 18 10 6 9 33 110 241 274 262 263 236 263 246 231 9 14 5 8 52 137 270 276 263 229 231 240 218 256 AM Peak 0700 -0800 (1087), AM PHF=0.97 PM Peak 1700 -1800 (1122), PM PHF=0.90 " Thursday, July 20, 2006=15834, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 llOO 1200 1300 86 41 35 28 156 369 921 1115 1038 1053 988 878 946 88::? 30 14 10 6 12 60 200 237 242 256 249 219 224 210 16 9 6 19 80 195 293 251 266 261 233 249 211 18 11 15 6 48 101 264 303 276 289 233 197 264 226 22 7 6 10 77 128 262 282 269 242 245 229 209 235 AM Peak 0715 -0815 (1120), AM PHF=0.92 PM Peak 1500-1600 (1165), PM PHF:0.89 " Friday, July 21, 2006:5697 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 85 28 31 35 125 361 845 1062 1106 1028 991 27 10 7 3 16 57 157 244 250 227 233 28 6 11 9 29 80 216 268 271 246 262 16 7 4 9 47 98 215 295 305 281 261 14 5 9 14 33 126 257 255 280 274 235 1400 1500 1600 1700 1400 1500 1600 1700 1011 1209 1055 1197 235 273 257 278 246 288 271 318 275 346 256 326 255 302 271 275 1400 1500 1600 1700 ·991 1111 973 1122 221 247 236 274 239 274 222 313 288 308 248 235 243 282 267 300 1400 1500 1600 1700 1010 1165 1027 1107 235 256 246 272 246 282 289 281 27 9 326 251 287 250 301 241 267 1400 1500 1600 1700 1800 1900 - - - - 1800 1900 950 611 276 160 246 162 223 167 205 122 1800 1900 876 617 233 181 227 162 225 137 191 137 lBOO 1900 988 674 260 192 274 175 254 149 200 158 1800 1900 2000 2100 2200 2300 421 288 227 144 125 82 69 38 22. 100 65 72 47 18 94 68 47 28 6 102 73 39 31 14 2000 2100 2200 2300 425 344 256 142 119 89 76 48 22 101 90 72 34 22 103 83 57 37 18 102 82 51 23 9 .2000 2100 2200 2300 423 353 287 166 110 112 88 55 30 121 90 90 54 16 99 81 68 32 18 93 70 41 25 22 2000 2100 2200 2300 465 400 289 173 133 105 83 57 27 113 91 71 51 28 113 129 75 39 16 10 6 75 60 26 14 2000 2100 2200 2300 Weather: Clear & Dry Counted By: M. Archibald Board#: D1-1432 Traffic Data Service Southwest 9773 Maine Avenu~ Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 Loe: Ave Encinas @ Palomar Airport Rd Avenida Encinas Southbound Start Time Left I Thru \ · Right \ I 11 :00 57 9 6 11 :15 57 8 8 11 :30 42 21 15 11 :45 67 15 8 Total 223 53 37 12:00 56 23 20 12:15 54 20 19 12:30 60 20 21 12:45 49 26 · 16 Total 219 89 76 13:00 71 23 18 13:15 61 25 17 13:30 72 8 17 13:45 61 15 19 Total 265 71 71 14:00 96 24 18 14:15 73 17 10 14:30 72 10 20 14:45 63 25 11 Total 304 76 59 Grand Total 1011 289 243 Apprch % 65.5 18.7 15.7 Tota\% 13.4 3.8 3.2 Avenida Encinas Southbound Start Time Left\ _"l"hr~j Right I -·--Peak Hour From 11 :00 to 14:45 -Peak 1 of 1 Intersection 11 :45 Volume 237 78 68 Percent 61.9 20.4 17.8 12:30 Volume 60 20 21 Peak Factor High Int. 12:30 Volume 60 20 21 Peak Factor V~ 1 c·rk/'r.=-1 •j1··-·, '\) -· C, . ,c_, \ . ;) f-Jk Groups Printed-G Palomar Airport Rd App. Left\ Total 72 15 73 25 78 47 90 47 313 134 99 42 93 41 101 39 91 39 384 161 112 37 103 38 97 29 95 46 407 150 138 31 100 34 102 24 99 32 439 121 15431 566 15.9 20.4 7.5 App. Left\ Total 383 I 169 17.4 101 39 12:00 101 I 42 0.948 Westbound Thru \ Right I 82 56 78 57 119 62 104 71 383 246 128 89 137 62 135 77 111 72 511 300 121 78 129 ' 99 92. 85 109 84 451 346 141 90 124 76 103 56 110 50 478 272 1823 1164 51.3 32.8 24.1 15.4 Palomar Airport Rd Westbound Thru \ Right I 504 299 51.9 30.8 135 77 128 89 Li --✓=2:-..I'--,l l \ i \/UL C: .__} ; Avenida Encinas App. Left\· Total 153 4 ' 160 6 228 10 222 12 .763 32 259 10 240 10 251 13 222 9 972 42 236 9 266 5 206 2 239 4 947 20 262 12 234 10 183 12 192 7 871 41 35531 135 21.1 47.0 1.8 App. Left\ Total 9721 45 24.5 251 13 12:30 259 \ 13 0.938 Northbound Thru \ Right I 12 24 12 18 14 26 12 22 50 90 11 24 14 21 21 14 · 11 22 57 81 10 14 13 27 8 15 10 15 41 71 14 24 14 20 5 12 12 15 45 71 193 313 30.1 48.8 2.6 4.1 Avenida Encinas Northbound Thru \ 58 31.5 21 21 Right I 81 44.0 14 14 App. Left\ Total 40 11 36 11 50 11 46 27 172 60 45 17 45 12 48 5 42 12 180 46 33 11 45 10 25 9 29 18 132 48 50 18 44 6 29 7 34 11 157 42 641 I 196 10.7 8.5 2.6 App. Left\ Total 1841 61 12.6 48 5 11 :45 481 27 0.958 File Name Site Code . Start Date Page No Palomar Airport Rd Eastbound : 06197013 : 00197013 : 7/29/2006 : 1 Thru \ R 0 ight I App. Int. Total \ Total 119 11 141 406 89 8 108 377 91 7 109 465 101 12 140 498 400 38 498 1746 83 7 107 510 102 6 120 498 · 105 6 116 516 84 7 103 458 374 26 446 1982 86 6 103 484 79 9 98 512 77 13 99 427 89 5 112 475 331 33 412 I 1898 105 11 134 584 · 100 6 112 490 96 5 108 422 96 7 114 439 397 29 468 1935 1502 126 18241 7561 82.3 6.9 19.9 1.7 24.1 Palomar Airport Rd Eastbound Thru \ Right I App. Int. Total j Total 391 31 483 2022 81.0 6.4 105 6 116 516 0.980 101 12 140 0.863 Weather: Clear & Dry Counted By: M. Archibald Board #: 01 -1432 Loe: Ave Encinas@ Palomar Airport Rd wl~_j _J ffi u ~e-0 ~5~ ;;;1= o"' n Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 Aveniaa1:nc1nas Out In Total urn LE! Dill:l 68 :r +i left 45 Oz§] Out i North 237 left 4 r Rioht 81 0g) Total :;r <D u~ -u:, r ..r-~liiJ File Name : 06197013 Site Code : 00197013 Start Date. : 7/29/2006 Page No· : 2 · Weather: Clear & Dry Counted By: S. Mockler & R. Glenn Board #: D 1-2279 & 2278 Loc:1-5 SB Ramps @ Palomar Airport Rd 1-5 SB Ramps Southbound Start Time Left\ Thru \ Right I 11 :00 164 0 38 11:15 114 0 42 11 :30 112 0 72 11 :45 118 0 66 Total 508 0 218 12:00 116 0 66 12:15 83 0 67 12:30 90 0 71 12:45 114 0 48 Total 403 0 252 13:00 123 0 82 13:15 110 0 60 13:30 103 0 39 13:45 112 0 75 Total 448 0 256 14:00 117 0 87 14:15 102 0 68 14:30 103 0 49 14:45 140 0 52 Total 462 0 256 Grand Total 1821 0 982 Apprch % 65.0 0.0 35.0 Total¾ 18.5 0.0 10.0 1-5 SB Ramps " Southbound Start Time Left Ii Thru I Right I Peak Hour From 11 :00 to 14:45 -Peak 1 of 1 Intersection 11 :45 Volume 407 0 270 Percent 60.1 . 0.0 39.9 11:45 Volume 118 O 66 Peak Factor High Int. 11 :45 Volume 118 O 66 Peak Factor App. Total 202 156 184 184 726 182 150 161 162 655 205 170 142 187 704 204 170 152 192 718 28031 28.5 App. Total 6771 184 184 I 0.920 Left I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 Traffic Data Service Southwest 9773 Maine Avenue Lakeslde, CA 92040 (619) 390-8495 Fax (619) 390-8427 G Printed G Palomar Airport Rd 1-5 SB On Ramp Westbound Northbound Thru I Right I App. Left I Thru \ Right I Total 135 82 217 0 0 0 111 114 225 0 0 0 177 84 261 0 ; 0 0 175 102 277 0 0 0 598 382 980 0 0 0 171 93 264 0 0 0 188 92 280 0 0 0 186 100 286 0 0 0 191 83 274 0 0 0 736 368 1104 0 0 0 173 84 257 0 0 0 186 81 267 0 0 0 169 90 259 0 0 0 159 72 231 0 0 0 687 327 1014 0 0 0 187 93 280 0 0 0 178 82 260 0 0 0 137 74 211 0 0 0 149 106 255 0 0 0 651 355 1006 0 0 0 2672 1432 41041 0 0 0 65.1 34.9 0.0 0.0 0.0 27.2 14.6 41.7 0.0 0.0 0.0 Palomar Airport Rd 1-5 SB On Ramp Westbound Northbound Left I Thru I Right I App. Left \ • Thru I Right I Total 0 720 387 1107 0 0 0 0.0 65.0 35.0 0.0 a.a 0.0 0 175 102 277 0 0 0 12:30 10:45:00 AM 0 186 100 286 0 0 0 0.968 App. Left\ Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o.: I 0 0.0 0.0 App. Left I Total 0 0 0.0 0 0 12:00 0 0 File Name Site Code Start Date Page No Palomar Airport Rd Eastbound : 06197023 : 00197023 : 7/29/2006 : 1 Thr~ \ Right I App. Int. Total\ Total 154 27 181 600 151 43 194 575 132 36 168 613 153 42 195 656 590 . 148 738 2444 155 44 199 645 146 37 183 613 146 38 184 631 129 34 163 599 576 153 729 2488 147 39 186 648 126 43 169 606 147 43 190 · 591 127 38 165 583 547 163 710 2428 174 45 219 703 140 53 193 623 130 47 177 540 124 39 163 610 568 184 752 2476 2281 648 29291 9836 77.9 22.1 23.2 6.6 29.8 Palomar Airport Rd Eastbound Thru I Right I App. Int. Total I Total 600 161 761 2545 78.8 21.2 153 42 195 656 0.970 155 44 199 0.956 Weather: Clear & Dry Counted By: S. Mockler & R. Glenn Board #: D1 -2279 & 2278 Loc:1-5 SB Ramps@ Palomar Airport Rd _Q _, ~ ~ ~ ~om o,'m_j' ...J ~1-w.c ~~ Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 -oSBRamps Out In Total O@DllJ[J]@ 407 Left 4 T North '/29/2006 11 :45:00 AM '/29/2006 12:30:00 PM +-i Left ·o DID] Out r RiQht 0 DITl Total File Name Site Code Start Date Page No : 06197023 : 00197023 : 7/29/2006 :2 Weather: Clear & Dry Counted By: S. Mangiafico & K. Thind Board#: 01-1307 & D1-1427 Loe: 1-5 NB Ramps@ Palomar Airport Rd Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 .. -. .__ • -·r-. . 1-5 NB On Ramp Palomar Airport Rd 1-5 NB Off Ramp Southbound Start Time Left j Thru j Right I 11 :00 0 0 0 11 :15. 0 0 0 11 :30 0 0 0 11 :45 0 0 0 Total 0 0 0 12:00 0 0 0 12:15 0 0 0 12:30 0 0 0 12:45 0 0 0 Total 0 0 0 13:00 0 0 0 13:15 0 0 0 13:30 0 0 0 13:45 0 0 0 Total 0 0 0 14:00 0 0 0 14:15 0 0 0 14:30 0 0 0 14:45 0 0 .0 Total 0 0 0 Grand Total 0 0 0 Apprch % 0.0 0.0 0.0 Total% 0.0 0.0 0.0 1-5 NB On Ramp Southbound Start Time Left \ . Thru \ Right I Peak Hour From 11 :oo to 14:45 -Peak 1 of 1 · Intersection 14:00 Volume O O O Percent 0.0 0.0 0.0 14:00 Volume O O 0 Peak Factor High Int. 10:45:00 AM Volume O O O Peak Factor App. Left j Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o.: I 0 0.0 0.0 App. Left\ Total OI 0 0.0 01 0 14:00 ol 0 Westbound Northbound Thru j Right I App. Left I Th'.u I Right I Total 213 147 360 15 0 206 213 141 354 21 2 183 228 137 365 17 1 171 235 118 353 22 2 176 889 543 1432 75 5 736 235 129 364 22 0 188 237 163 400 31 0 215 236 136 372 30 1 175 240 134 374 31 :0 216 948 562 1510 114 1 794 I 216 143 359 29 .0 192 248 136 384 28 '3 182 234 151 385 24 0 200 218 137 355 28 2 222 916 567 1483 109 5 796 262 167 429 29 0 198 241 152 393 25 1 185 201 158 359 18 '1 214 229 166 395 23 2 195 933 643 1576 95 4 792 3686 2315 6001 \ 393 15 3118 61.4 38.6 11.1 0.4 88.4 27.2 17.1 44.3 2.9 0.1 23.0 Palomar Airport Rd 1-5 NB Off Ramp Westbound Northbound Thru \ Right I App. Left\ Thru \ Right I Total 933 643 1576 95 4 792 59.2 40.8 10.7 OA 88.9 262 167 429 29 .0 198 14:30 262 167 429 18 1 214 0.918· App. Left I Total 221 32 206 29 189 24 200 25 816 110 210 36 246 28 206 32 247 23 909 119 221 38 213 27 224 35 252 18 910 118 227 31 211 34 233 24 220 23 891 112 35261 459 11.4 26.0 3.4 App. Left\ Total 891 112 10.7 227 31 14:00 233 31 0.956 File Name Site Code Start Date Page No Palomar Airport Rd Eastbound :06197033 : 00197033 : 7/29/2006 : 1 App. Thru I Right I Peds I Total Int. Total I 230 0 0 262 843 238 0 0 267 827 226 0 0 250 804 251 0 0 276 829 945 0 0 1055 j 3303 218 0 0 254 828 198 0 0 226 872 199 0 0 231 809 212 0 0 235 856 827 0 0 946 3365 221 0 0 259 839 212 0 0 239 836 212 0 0 247 856 215 0 0 233 840 860 0 0 978 3371 255 0 0 286 942 222 0 0 256 860 217 0 0 241 833 238 0 0 261 876 932 0 0 1044 3511 3564 0 0 40231 13550 88.6 0.0 0.0 26.3 0.0 0.0 29.7 Palomar Airport Rd Eastbound Thru \ Right I Peds j App. Int. Total j Total 932 0 0 1044 I 3511 89.3 0.0 0.0 255 0 0 2861 942 0.932 255 0 0 286 0.913 Weather: Clear & Dry Counted By: S. Mangiafico & K. Thind Board#: 01-1307 & 01-1427 Loe: 1-5 NB Ramps @ Palomar Airport Rd ~~ rn,-1 ~o ~~C\J :::, .c~ f- ol u ~-E h 2 ~ :t8~ "' "O Q) Q_ Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 -5 NffOnRamp Out In Total Clli] 2i Clli] I I I o o 01 :r Tr LC T North /29/2006 2:00:00 PM /29/2006 2:45:00 PM Grau 1 ~ r-+ Left Riqht 95 792 C=:ID Out Dfill Total r ..r~lo File Name Site Code Start Date Page No : 06197033 : 00197033 : 7/29/2006 :2 Weather: Clear & Dry Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 Counted By: S. Tillman & B. Villanuva Board#: 01-1431 & 2173 (619) 390-8495 Fax (619) 390-8427 Loc:Paseo Del Norte @ Palomar Airport Rd Paseo Del Norte Southbound Start Time Left j Thru j Right I 11 :00 44 29 53 11 :15 45 19 74 11 :30 54 46 75 11 :45 73 38 70 Total 216 132 272 12:00 71 31 83 12:15 73 29 84 12:30 55 38 93 12:45 41 55 77 Total 240 153 337 13:00 82 . 45 83 13:15 65 28 94 13:30 72 41 79 13:45 71 50 102 Total 290 · 164 358 14:00 99 37 98 14:15 58 · 36 88 14:30 81 38 108 14:45 73 34 99 Total 311 145 393 Grand Total 1057 594 1360 Apprch % 35.1 19.7 45.2 Total% 6.3 3.5 8.1 Paseo Del Norte Southbound Start Time Left I Thru \ Right I Peak Hour From 11 :00 to 14:45 -Peak 1 of 1 Intersection 14:00 · Volume 311 145 393 Percent 36.6 17.1 46.3 14:00 Volume 99 . 37 98 Peak Factor High Int. 14:00 . Volume 99 37 98 Peak Factor App. Left j Total 126 36" 138 35 175 28 181 46 620 145 185 27 186 39 186 51 173 45 730 162 210 44 187 36 192 48 223 50 812 178 234 50 182 40 227 33 206 43 849 166 3011 I 651 1 L7 17.8 3.9 App. Left I Total 8491 166 12.0 234 50 14:00 234 I 50 0.907 -~ Palomar Airport Rd Westbound Thru j Right l 255 60 224 80 234 84 224 68 937 292 238 98 251 85 217 78 231 78 937 339 227 94 232 54 242 80 195 73 896 301 250 76 224 69 209 88 237 69 920 302 3690 1234 66.2 22.1 21.9 7.3 Palomar Airport Rd Westbound Thru I 920 66.3 250 250 Right I 302 21.8 76 76 App. Total 351 339 346 338 1374 363 375 346 354 1438 365 322 370 318 1375 376 333 330 349 1388 55751 33.0 App. Total 1388 I 376 I 3761 0.923 . __ ., .. -- Paseo Del Norte Northbound Left\.: · Thru j Right I 56 30 35 60 34 42 51 28 34 59 33 33 226 125 144 51 30 42 67 22 31 42 37 41 55 32 42 215 121 156 60 31 40 41 28 48 56 35 43 61 28 37 218 122 168 56 42 38 54 29 38 58 31 36 49 38 35 217 140 147 876 508 615 43.8 25.4 30.8 5.2 3.0 3.6 · Paseo Del Norte Northbound Left j Thru j Right I 217 140 147 43.1 27.8 29.2 56 42 38 14:00 56 42 38 App. Left j Total 121 128 136 148 113 94 125 122 495 492 123 121 120 121 120 111 129 134 492 487 131 137 117 115 134 123 126 126 508 501 136 121 121 129 125 107 122 125 504 482 19991 1962 31.2 11.8 . 11.6 App. Left j Total 5041 482 30.1 136 121 114:45 136 125 0.926 File Name Site Code Start Date Page No : 06197043 : 00197043 : 7/29/2006 : 1 Palomar Airport Rd Eastbound Thru j Right I App. Int. Total j Total 219 39 386 984 236 32 416 1029 227 45 366 1000 234 42 398 1042 916 158 1566 4055 235 38 394 1065 216 40 377 1058 230 30 371 1023 237 45 416 i072 918 153 1558 4218 246 31 414 1120 196 44 355 981 234 48 405 1101 237 37 400 1067 913 160 1574 4269 218 53 392 1138 214 40 383 1019 252 45 404 1086 257 39 421 1098 941 177 1600 4341 3688 648 62981 16883 58.6 10.3 21.8 3.8 37.3 Palomar Airport Rd Eastbound Thru I Right I App. Int. Total\ Total 941 177 1600 I 4341 58.8 11.1 218 53 3921 1138 0.954 257 39 421 0.950 Weather: Clear & Dry Counted By: S. Tillman & B. Villanuva Board#: 01-1431 & 2173 Loc:Paseo Del Norte @ Palomar Airport Rd :;; ca--(") ~ ~ a. ::, lf) o~ r:::1.c ~cri, Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 P aseo Del Norte Out In Total ~ CBID DmJ T North 311 Left L► '/29/2006 2:00:00 PM '/29/2006 2:45:00 PM ~ Left r Riqht 217 147 D"@ Out D@ Total ul"' ::,-0 -"' rl~ +~ ~ File Name Site Code Start Date Page No : 06197043 : 00197043 : 7/29/2006 :2 Weather: Clear & Dry Counted By: C. Linden Board#: D1-1430 Loc:Carlsbad Blvd@ Island Way Carlsbad Blvd Southbound Start Time U-I Turn Left\ Thru \ Right I 11 :00 11 :15 11 :30 11 :45 Total 12:00 12:15 12:30 12:45 Total 13:00 13:15 13:30 13:45 Total 14:00 14:15 14:30 14:45 Total Grand Total Apprch % Total% 8 7 9 5 29 8 7 3 5 23 6 2 6 4 18 3 5 2 9 19 89 1.7 1.2 0 266 0 256 0 342 0 302 0 1166 0 335 0 321 0 381 0 347 0 1384 0 316 0 341 0 318 0 324 0 1299 0 313 0 338 0 288 0 295 0 1234 0 5083 0.0 96.1 0.0 66.2 8 6 5 6 25 9 12 12 2 35 3 14 6 7 30 1 12 3 9 25 115 2.2 1.5 Carlsbad Blvd Southbound Start Time u-\ Turn Left \ ___2"hru_ I Peak Hour From 11 :00 to 14:45 -Peak 1 of 1 Intersection 12:30 Volume 16 O 1385 Percent 1.1 0.0 96.7 12:30 Volume 3 O 381 Peak Factor High Int. 12:30 Volume 3 O 381 Peak Factor Right I 31 2.2 12 12 App. Total 282 269 356 313 1220 352 340 396 354 1442 325 357 330 335 1347 317 355 293 313 1278 52871 68.9 App. Total 14321 396 3961 0.904 Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 Left\ 3 7 3 6 19 4 7 12 4 27 3 0 4 2 9 3 5 2 4 14 69 59.5 0.9 Left I 19 70.4 12 12:30 12 Groups Printed-Unshifted Island Way Westbound Thru \ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 Right I 2 5 5 4 16 5 0 1 2 8 2 3 5 2 12 6 4 0 1 11 47 40.5 0.6 Island Way Westbound Thru I Right I 0 8 0.0 29.6 0 1 0 1 App. Total 5 12 8 10 35 9 7 13 6 35 5 3 9 4 21 9 9 2 5 25 1161 1.5 App. Total 27 13 13 0.519 u-\ Turn 0 3 0 8 11 0 0 1 0 0 0 1 0 1 0 1 0 0 1 14 0.6 0.2 u-1 Turn 1 0.2 1 13:00 0 Carlsbad Blvd Northbound Left\ Thru \ Right \ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 131 112 141 135 519 135 123 154 120 532 173 148 167 125 613 150 106 138 131 525 2189 96.2 28.5 4 4 5 4 17 4 3 3 3 13 3 12 5 3 23 6 3 9 2 20 73 3.2 1.0 Carlsbad Blvd Northbound Left I Thru I Right I 0 595 21 0.0 96.4 3.4 0 154 3 0 173 3 App. Total 135 119 146 147 547 139 126 158 123 546 176 160 173 128 637 156 110 147 133 546 22761 29.6 App. Total 617 158 176 0.876 Left\ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 Leftl 0 0.0 0 File Name Site Code Start Date Page No Eastbound Thru \ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 Right I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o:o 0.0 Eastbound Thrul Right I 0 0 0.0 0.0 0 0 10:45:00 AM : 06197123 : 00197123 : 7/29/2006 : 1 App. Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o.: I App. Total 0 0 Int. Total\ 422 400 510 470 1802 500 473 567 483 2023 506 520 512 467 2005 482 474 442 451 1849 7679 Int. Total 2076 567 0.915 Weather: Clear & Dry Counted By: C. Linden Board#: D1-1430 Loc:Carlsbad Blvd@ Island Way ~8~ Y0lh Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 Out c::::@J Total I 20351 31 16 :r Left 4 T North '/29/2006 12:30:00 PM '/29/2006 1 :15:00 PM ◄7 ~ Left Ri ht 1 21 ~ [g@] Out Total u ;:!'lea ..r-~1;;; n2 ~- ni ~- u, iii ::, Ill '< File Name Site Code Start Date Page No :06197123 :00197123 : 7/29/2006 :2 Weather: Clear & Dry Counted By: J. Linden Board#: 01-1429 Loe: Carlsbad Blvd --Carlsbad Blvd Southbound Start Time u-1 Turn · Left I Thru I Right I 11 :00 7 14 237 0 11 :15 2 8 262 0 11 :30 4 6 337 0 11 :45 2 9 299 0 Total 15 37 1135 0 12:00 6 1 338 0 12:15 7 4 310 0 12:30 1 2 407 0 12:45 5 2 350 0 Total 19 9 1405 0 13:00 3 3 305 0 13:15 8 3 326 0 13:30 2 5 345 0 13:45 4 2 321 0 Total 17 13 1297 0 14:00 3 0 316 0 14:15 4 2 349 0 14:30 2 4 287 0 14:45 3 3 291 0 Total 12 9 1243 0 Grand Total 63 68 5080 0 Apprch % 1.2 1.3 97.5 0.0 Total% 0.8 0.9 65.9 0.0 Carlsbad Blvd Southbound Start Time u-1 Turn Left/ Thru I Peak Hour From 11 :OO to 14:45 -Peak 1 of 1 Intersection 12:30 Volume 17 10 1388 Percent 1.2 0.7 98.1 12:30 Volume 1 2 407 Peak Factor High Int. 12:30 Volume i 2 407 Peak Factor Right I 0 0.0 0 0 App. Total 258 272 347 310 1187 345 321 410 357 1433 311 337 352 327 1327 319 355 293 297 1264 5211 I 67.6 App. Total 14151 410 410 I 0.863 Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) ~90-8427 Groups Printed-G Breakwater Rd Carlsbad Blvd Westbound Northbound Left I Thru I Right I App. Tu~~ j . Left j Thru j Right I Total 7 0 0 7 8 0 128 1 7 0 3 10 7 0 113 3 5 0 2 7 5 0 144 0 8 0 1 9 7 0 137 4 27 0 6 33 27 0 522 8 5 0 4 9 6 0 147 2 9 0 3 12 4 0 121 3 7 0 7 14 8 0 149 4 3 0 2 5 6 0 132 5 24 0 16 40 24 0 549 14 7 0 0 7 8 0 158 2 4 0 2 6 12 0 175 1 6 0 1 7 3 0 164 1 5 0 1 6 11 0 125 3 22 0 4 26 34 0 622 7 8 0 3 11 5 0 153 2 3 0 1 4 3 0 117 1 5 0 0 5 14 0 124 2 4 0 2 6 6 0 133 1 20 0 6 26 28 0 527 6 93 0 32 1251 113 0 2220 35 74.4 0.0 25.6 4.8 0.0 93.8 1.5 1.2 0.0 0.4 1.6 1 .5 0.0 28.8 0.5 Breakwater Rd Carlsbad Blvd Westbound Northbound Left I Thru I Right I App. U-I · Left I Thru I Right I Total Turn 21 0 11 32 34 0 614 12 65:6 0.0 34.4 5.2 0.0 93.0 1.8 7 0 7 14 8 0 149 4 12:30 13:15 7 0 7 14 12 0 175 1 0.571 App. Total 137 123 149 148 557 155 128 161 143 587 168 188 168 139 663 160 121 140 140 561 23681 30.7 App. Total 660 161 188 0.878 Left j 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 Left I 0 0.0 0 File Name Site Code Start Date Page No Eastbound Thru j Right I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 Eastbound Thru I Right I 0 0 0.0 0.0 0 0 10:45:00 AM : 06197133 : 00197133 : 7/29/2006 : 1 App. Int. Total I Total 0 402 0 405 0 503 0 467 0 1777 0 509 0 461 0 585 0 505 0 2060 0 486 0 531 0 527 0 472 0 2016 0 490 0 480 0 438 .0 443 0 1851 o.: I 7704 App. Int. Total I Total 0 2107 0 585 0.900 Weather: Clear & Dry Counted By: J. Linden Board#: 01-1429 Loe: Carlsbad Blvd . 0 ~ z □ 5~ 0 01.::_j' j yj-h Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 27 Lett 4 T North /29/20061 . /29/2006 1 ~-30:00 PM . 15:00 PM Grau 1 +-i r-+ Left Ri ht 34 12 ~ I 2os9J Out In Total ~~ ~~ ::r~ --~ ~~~ ~d .._,-~!!1. File Name Site Code Start Date Page No :06197133 : 00197133 : 7/29/2006 :2 Weather: Clear & Dry Counted By: D. Wellman Board#: D1-1424 Loe: Carlsbad Blvd @ Poinsettia Lane Carlsbad Blvd Southbound Start Time left [ Thru [ Right I 11 :00 30. 214 11 11:15 40 255 10 11 :30 51 254 9 11 :45 45 278 15 .Total 166 1001 45 12:00 50 310 10 12:15 41 299 9 12:30 46 335 10 · 12:45 37 333 14 Total 174 1277 43 13:00 26. 217 14 13:15 36 287 22 13:30 42 302 16 13:45 39 277 17 Total 143 1083 69 14:00 48 231 19 14:15 51 275 26 14:30 40 272 22 14:45 47 260 16 Total 186 1038 83 Grand Total 669 4399 240 Apprch % 12.6 82.9 4.5 Total% 7.0 46.0 2.5 Carlsbad Blvd Southbound Start Time Left\ Thru \ Right I Peak Hour From 11 :00 to 14:45 -Peak 1 of 1 Intersection 12:00 Volume 174 1277 43 Percent 11.6 85.5 2.9 12:30 Volume 46: 335 10 Peak Factor High Int. 12:30 Volume 46 335 10 Peak Factor App. Total 255 305 314 338 1212 370 349 391 384 1494 257 345 360 333 1295 298 352 334 323 1307 53081 55.5 App. Total 1494 [ 391 I 391 I 0.955 Traffic Data SeNice Southwest 9773 Maine Avenue Lakeside, CA· 92040 (619) 390-8495 Fax (619) 390-8427 ·r-.•...• ~ .. Poinsettia Lane I Carlsbad Blvd Westbound Northbound Left\ Thru [ · Right [ App. Left j , · Thru \ Right I Total 96 5 36 137 3 92 32 74 0 26 100 0 91 20 85 18 31 134 6 102 14 67 0 34 101 1 113 26 322 23 127 472 10 398 92 98 0 31 129 2 119 19 103 0 27 130 1 ' 105 26 105 0 28 133 3 118 16 89 1 32 122 3 115 25 395 1 118 514 9 457 86 66 3 28 97 3 125 14 54 1 29 84 5 137 18 65 0 27 92 1 135 22 83 0 33 116 3 101 27 268 4 117 389 12 498 81 59 1 27 87 3 71 48 104 1 29 134 1 114 24 47 0 43 90 4 120 16 84 1 20 105 8 126 30 294 3 119 416 16 431 118 1279 31 481 1791 I 47 1784 377 71.4 1.7 26.9 2.1 80.8 17.1 13.4 0.3 5.0 18.7 0.5 18.7 3.9 Poinsettia Lane Carlsbad Blvd Westbound Northbound Left\ Thru \ Right I App. Left\ Thru \ Right I Total 395 1 118 514 \ 9 ' 457 86 76.8 0.2 23.0 1.6 82.8 15.6 105 0 28 133 3 118 16 12:30 112:45 105 0 28 133 3 115 25 0.966 App. left [ Total 127 3 / 111 2 122 0 140 4 500 9 140 0 132 7 137 7 143 10 552 24 142 4 160 7 158 2 131 0 591 13 122 1 139 3 140 2 164 1 565 7 22081 53 20.9 23.1 0.6 App. Left\ Total 552 l 24 31.6 137 7 112:30 143 7 0.965 File Name Site Code Start Date Page No Poinsettia Lane Eastbound : 06197143 : 00197143 : 7/29/2006 : 1 Thru [ Right I App. Int. Total\ Total 21 2 26 545 14 7 23 539 18 1 19 589 15 2 21 600 68 12 89 2273 5 5 10 649 14 3 24 635 14 4 25 686 7 0 17 666 40 12 76 2636 13 1 18 514 6 0 13 602 7 1 10 620 7 4 11 591 33 6 52 2327 5 3 9 . 516 4 2 9 634 5 1 8 572 7 2 10 602 21 8 36 2324 162 38 2531 9560 64.0 15.0 1.7 0.4 2.6 Poinsettia Lane Eastbound Thru \ Right I App. Int. Total \ Total 40 12 76 I 2636 52.6 15.8 14 4 251 686 0.961 14 4 25 0.760 Weather: Clear & Dry Counted By: D. Wellman Board#: 01-1424 Loe: Carlsbad Blvd @ Poinsettia Lane ~l~j ...J "'1-~h Traffic Data Service Southwest 9773 Maine Avenue Lakeslde, CA 92040 (619) 390-8495 Fax (619) 390-8427 Out ~ 43 174 :r left 4 T North /29/2006 12:00:00 PM '/29/2006 12:45:00 PM Group 1 U-1~ ::,~ -o, r +~I~ ~ _) 0 fil: File Name Site Code Start Date Page No :06197143 :00197143 : 7/29/2006 :2 Weather: Clear & Dry Counted By: J. Alloway Board#: 01-1431 Loe: Avenida Encinas & Poinsettia Lane Avenida Encinas Southbound Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 G roups Printed-Unshilted Poinsettia Lane Avenida Encinas Westbound Northbound Poinsettia Lane Eastbound File Name Site Code Start Date Page No Start Time Left \ Thru \ Right \ Peds \ App. Left \ Thru I Right I Peds I App. Left I Thru I Right I Peds \ . ¢~~j Left I Thru \ Right I Peds \ App. Exclu. I Total Total Total Total 11 :00 25 32 11 0 68 93 81 11 :15 25 34 22 1 81 93 78 11 :30 30 33 21 1 84 106 96 11 :45 31 35 17 7 83 103 89 Total 111 134 71 9 316 395 344 12:00 49 27 10 5 86 77 72 12:15 28 42 18 2 88 137 73 12:30 34 37 12 0 83 102 75 12:45 28 30 18 0 76 99 80 Total 139 136 58 7 333 415 300 13:00 29 29 10 0 68 94 59 13::15 19 21 15 2 55 114 95 13:30 31 28 12 0 71 84 75 13:45 19 34 10 1 63 87 73 Total 98 112 47 3 257 379 302 14:00 31 32 15 2 78 90 74 14:15 31 39 16 0 86 76 69 14:30 22 26 13 0 61 91 68 14:45 29 28 27 0 84 92 77 Total 113 125 71 2 309 349 288 Grand Total 461 507 247 21 1215 I 1538 1234 Apprch % 37.9 41.7 20.3 48.7 39.1 Total% 5.9 6.5 3.2 15.6 19.7 15.8 Avenida Encinas Southbound Start Time Left Thru Right Peak Hour From 11 :00 to 14:45 -Peak 1 of 1 Intersection 11 :30 Volume 138 137 66 Percent 40.5 · 40.2 19.4 11 :30 Volume 30 33 21 Peak Factor High Int. 12:15 Volume 28 42 18 Peak Factor App. Left Total 341 I 423 50.8 84 I 106 11:45 88 I 103 0.969 24 2 198 25 13 108: 7 146 9 40 26 2 75 11 23 1 194 18 14 97, 1 129 2 48 22 5 72 8 13 2 215 21 17 109 9 147 7 63 32 0 102, 12 37 3 229 18 18 114 15 150 8 40 26 6 74 31 97 8 836 82 62 428' 32 572 26 191 106 13 323 62 13 0 162 17 16 90 6 123 6 60 25 3 91 14 16 1 226 23 10 93 2 126 5 45 18 1 68 6 22 0 199 23 17 112 3 152 6 49 23 1 78 4 23 1 202 27 20 85 0 132 8 38 32 0 78 1 74 2 789 90 63 380 11 533 25 192 98 5 315 25 15 0 168 28 13 120 0 161 9 41 16 0 66 0 32 4 241 21 21 110 0 152 15 34 24 0 73 6 29 1 188 32 16 86 0 134 13 41 29 0 83 1 24 0 184 20 17 91 2 128 9 40 14 0 63 3 100 5 781 101 67 407 2 575 46 156 83 0 285 10 27 4 191 33 16 91 0 140 7 51 17 0 75 6 38 0 183 18 14 89 4 121 9 41 23 0 73 4 27 1 186 14 26 93 2 133 6 50 24 0 80 3 24 5 193 15 8 93. 0 116 7 44 31 1 82 6 116 10 753 80 64 366 6 510 29 186 95 1 310 19 387 25 31591 353 256 "1581 51 21901126 725 382 19 12331 116 12.3 16.1 11.7 72.2 10.2 58.8 31.0 5.0 40.5 4.5 3.3 20.3' 28.1 1.6 9.3 4.9 15.8 1.5 Poinsettia Lane . Avenida Encinas Poinsettia Lane Westbound Northbound Eastbound Thru Right App. Left Thru Right App. Left Thru Right Total Total 330 79 832 79 61 406 546 26 208 101 39.7 9.5 14.5 11.2 74.4 7.8 62.1 30.1 96 13 215 21 17 109 147 7 63 32 11 :45 11 :30 89 37 229 18 18 114 150 7 63 32 0.908 0.910 : 06197153 :00197153 : 7/22/2006 : 1 lnclu. I Int.' Total Total 487 498 476 484 548 560 536 567 2047 2109 462 476 508 514 512 516 488 489 1970 1995 463 463 521 527 476 477 438 441 1898 1908 484 490 463 467 460 463 475 481 1882 1901 7797 7913 98.5 App. Int. Total Total 335 2054 102 548 0.937 102 0.821 Weather: Clear & Dry Counted By: J. Alloway Board #: D 1 -1431 Loe: Avenida Encinas & Poinsettia Lane ~l'lii__j _J o\:c ~u Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 Avenida Encinas Out In Total C@ Dill C]@ 66 138 :r Left 4 T North '/22/2006 11 :30:00 AM '/22/200612:15:00 PM Unshifted u 2:1;;:1 r ~~ILl ~ .,) 0 er File Name Site Code Start Date Page No : 06197153 :00197153 : 7/22/2006 :2 Weather: Clear & Dry Counted By: S. Tillman Board No.: 01-1424 Loe: 1-5 SB Ramps & Poinsettia Lane 1-5 SB Ott Ramp Southbound Start Time Left j Thru [ Right j Peds j App. Total 11 :00 32 1 48 2 81 11:15 21 1 28 0 50 11 :30 39 0 44 2 83 11:45 35 0 46 0 81 Total 127 2 166 4 295 12:00 27 3 46 1 76 12:15 43 0 53 0 96 12:30 41 1 62 1 104 12:45 29 3 55 0 87 Total 140 7 216 2 363 13:00 38 1 44 1 83 13:15 45 0 54 1 99 13:30 37 0 44 0 81 13:45 31 2 35 0 68 Total 151 3 177 2 331 14:00 27 1 46 3 74 14:15 41 1 43 0 85 14:30 53 0 59 0 112 14:45 35 0 57 0 92 Total 156 2 205 3 363 Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 G rou Printed-G PS I Poinsettia Lane 1-5 SB On Ramp Westbound Northbound Left j Thru j Right j Peds j App. Left j Thru j Right•! Peds j App. Total Total 61 147 0 0 208 0 0 0 3 0 72 154 0 0 226 0 0 0 2 0 57 175 0 0 232 0 0 0 0 0 67 171 0 0 238 0 0 0 4 0 257 647 0 0 904 0 0 0 9 0 68 127 0 0 195 0 0 0· I 2 0 37 172 0 0 209 0 0 0 0 0 50 160 0 0 210 0 0 0 5 0 47 148 0 0 195 0 0 0 0 0 202 607 0 0 809 0 0 0' 7 0 60 135 0 0 195 0 0 0 0 0 56 174 0 0 230 0 0 0 0 0 45 158 0 0 203 0 0 0 0 0 42 151 0 0 193 0 0 0 2 0 203 618 0 0 821 0 0 0 2 0 45 155 0 0 200 0 0 0 0 0 46 135 0 0 181 0 0 0 1 0 50 134 0 0 184 0 0 0 0 0 50 140 0 0 190 0 0 0 0 0 191 564 0 0 755 0 0 0 1 0 Grand Total 574 14 764 11 1352 I 853 2436 0 0 32891 0 0 0 19 o.: I Apprch % 42.5 1.0 56.5 25.9 74.1 0.0 0.0 0.0 0.0 Total% 7.8 0.2 10.4 18.4 11.6 33.1 0.0 44.7 0.0 0.0 0.0 1-5 SB Off Ramp Southbound Start Time Left [ Thru j Right I Peak Hour From 11 :00 to 14:45 -Peak 1 of 1 Intersection 11 :30 Volume 144 · 3 189 Percent 42.9 · 0.9 56.3 11 :30 Volume 39 o 44 Peak Factor High Int. 12:15 Volume 43 0 53 Peak Factor App. Left\ Total 336 I 229 26.2 83 I 57 11:45 961 67 0.875 Poinsettia Lane 1-5 SB On Ramp Westbound Northbound Thru \ Right I App. Left 1. Thru I Right I Total 645 0 874 0 0 0 73.8 0.0 0.0 0.0 .0.0 175 0 232 0 0 0 10:45:00 AM 171 0 238 0 0 0 0.918 Poinsettia Lane Eastbound File Name Site Code Start Date Page No :06197163 : 00197163 : 7/22/2006 : "1 Left j Thru j Right j Peds j App. Exclu. [ lnclu. , Int. [ Total Total Total Total 0 120 46 0 166 5 455 460 0 130 30 1 160 3 436 439 0 152 36 0 188 2 503 505 0 139 30 0 169 4 488 492 0 541 142 1 683 14 1882 1896 0 138 47 0 185 3 456 459 0 140 31 0 171 0 476 476 0 150 31 0 181 6 495 501 0 128 28 0 156 0 438 438 0 556 137 0 693 9 1865 1874 0 137 47 0 184 1 462 463 0 137 30 0 167 1 496 497 0 128 38 1 166 1 450 451 0 111 34 1 145 3 406 409 0 513 149 2 662 6 1814 1820 0 141 32 0 173 3 447 450 0 132 34 0 166 1 432 433 0 138 42 0 180 0 476 476 0 138 28 0 166 0 448 448 0 549 136 0 685 4 1803 1807 0 2159 564 3 27231 33 7364 7397 0.0 79.3 20.7 0.0 29.3 7.7 37.0 0.4 99.6 Poinsettia Lane Eastbound App. Left I Thru I Right I App. Int. Total \ Total Total 0 0 569 144 713 I 1923 0.0 79.8 20.2 0 0 152 36 1881 503 0.956 11 :30 0 0 152 36 188 0.948 Weather: Clear & Dry Counted By: S. Tillman Board No.: 01-1424 Loe: 1-5 SB Ramps & Poinsettia Lane 01'li5J _, "I-"..c:: ~n Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 -5 Out C]] 189 :r 144 Left 4 i North /22/2006 11 :30 :00 AM /22/2006 12:15:00 PM IGroug 1 ~ Left 0 Dill Out r Riqht -0 Dill Total 4R7 ~~ ~o r§I~~ "' i~~ ~ "' - File Name Site Code Start Date Page No : 06197163 : .00197163 : 7/22/2006 :2 Weather: Clear & Dry Counted By: K. Thind Board#: 01-1307 Loe: 1-5 NB Ramps & Poinsettia Lane 1-5 NB On Ramp Southbound Start Time Left I Thru I Right I Peds I App. Total 11:00 0 0 0 2 11 :15 0 0 0 0 11:30 0 0 0 0 11 :45 0 0 0 3 Total 0 0 0 5 12:00 0 0 0 1 12:15 0 0 0 0 12:30 0 0 0 1 12:45 0 0 0 0 Total 0 0 0 2 13:00 0 0 0 1 13:15 0 0 0 0 13:30 0 0 0 0 13:45 0 0 0 0 Total 0 0 0 1 14:00 0 0 0 0 14:15 0 0 0 0 14:30 0 0 0 0 14:45 0 0 0 0 Total 0 0 0 0 Grand Total 0 0 0 8 Apprch % · 0.0 0.0 0.0 Total% 0.0 0.0 0.0 1-5 NB On Ramp Southbound Start Time Left\ Thru I Right I Peak Hour From 11 :00 to 14:45 -Peak 1 of 1 Intersection 11 :30 Volume O · O 0 Percent 0.0 · 0.0 0.0 11 :30 Volume O ' O O Peak Factor High Int. 10:45:00 AM Volume O o o Peak Factor 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O; 0 0 0 0 0 o.: I Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 G )s Printed-unsnnted rou1 Poinsettia Lane 1-5 NB Off Ramp Westbound Northbound Poinsettia Lane Eastbound File Name Site Code Start Date Page No Left I Thru I Right I Peds I App. Left I Thru I Right I Peds I App. Left I Thru I Right I Peds I App. Exclu. I Total Total Total Total 0 184 79 0 263 27 0 76 2 103 30 111 0 0 141 4 0 191 73 0 264 32 1 85 0 118 42 109 0 0 151 0 0 196 63 0 259 35 0 92 0 127 41 152 0 0 193 0 0 202 54 0 256 35 0 84 3 119 42 134 0 0 176 6 0 773 269 0 1042 129 1 337 5 467 155 506 0 0 661 10 0 161 73 0 234 23 1 97 2 121 25 141 0 0 166 3 0 177 77 0 254 34 2 94 0 130 41 121 0 0 162 0 0 149 66 0 215 37 0 91 3 128 56 139 0 0 195 4 0 163 81 0 244 36 3 78 0 117 35 113 0 0 148 0 0 650 297 0 947 130 6 360 5 496 157 514 0 0 671 7 0 166 66 0 232 28 2 79: 0 109 45 124 0 0 169 1 0 178 53 0 231 42 5 53; 2 110 40 146 0 0 186 2 0 169 63 0 232 42 0 75 0 117 24 129 0 0 153 0 0 154 57 0 211 34 1 86 2 121 34 121 0 0 155 2 0 667 239 0 906 146 8 303 4 457 143 520 0 0 663 5 0 172 44 0 216 28 2 90 0 120 32 133 0 0 165 0 0 138 59 0 197 37 0 75 0 112 40 128 0 0 168 0 0 158 48 0 206 37 2 82 0 121 31 140 0 0 171 0 0 166 59 0 225 32 0 72 0 104 45 130 0 0 175 0 0 634 210 0 844 134 4 319 0 457 148 531 0 0 679 0 0 2724 1015 0 3739 \ 539 19 1319 14 18771 603 2071 0 0 26741 22 0.0 72.9 27.1 28.7 1.0 70.3 22.6 77.4 0.0 0.0 32.9 12.2 45.1 6.5 0.2 15.9' 22.6 7.3 25.0 0.0 32.3 0.3 Poinsettia Lane 1-5 NB Off Ramp Poinsettia Lane Westbound Northbound Eastbound App. Left\ Thru \ Right I App. Left\. Thru \ Right I App. Left\ Thru \ Right I Total Total Total O[ 0 736 267 1003 127 3 367 497 149 548 0 0.0 73.4 26.6 25.6 0.6 73.8 21.4 78.6 0.0. 01 0 196 63 259 35 0 92 127 41 152 0 11 :30 12:15 11 :30 O[ 0 196 63 259 34 2 94 130 41 152 0 0.968 0.956 : 06197173 : 00197173 : 7/22/2006 : 1 lnclu, 1 Total Int. I Total 507 511 533 533 579 579 551 557 2170 2180 521 524 546 546 538 542 509 509 2114 2121 510 511 527 529 502 502 487 489 2026 2031 501 501 477 477 498 498 504 504 1980 1980 8290 8312 99.7 App. Int Total I Total 697 I 2197 1931 579 0.949 193 0.903 Weather: Clear & Dry Counted By: K. Thind Board #: 01 -1307 Loe: 1-5 NB Ramps & Poinsettia Lane -~ "'"' ;§ ~ Cl) C "'~ f~~ "' C "--w 6 ~ 6"" ~~j __J ro :, ~ .c---. f- o-.c if+ Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 -o "B On.Hamp Out In . T cital Lill] ~ Lill] 1 o o 01 :r Tr Lt i North /22/2006 11 :30:00 AM /22/2006 12:15:00 PM Unshifted ~ ~ Left Ri ht 127 367 c:::ru DE:] Out Total u~ :, 0) ~"'l. 'br ,"' ,,. ;:::::: a ~o s. "' Q Cl) i~~ St '" - File Name Site Code Start Date Page No : 06197173 : 00197173 : 7/22/2006 :2 Weather: Clear & Dry Counted By: T. Evans Board #:01-1428 Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 Loc:-G-afl.SGaa-Blvd & Poote-8r-r'aseobet Nor1e.-R---:Po.1nse--fh-~ ln File Name Site Code Start Date Page No Paseo Del Norte Southbound Start Time Left J Thru ! Right J Peds I App. Total 11 :00 30 3· 63 2 96 11 :15 28 4 74 0 106 11 :30 44 4· 78 1 126 11 :45 26 3 91 2 120 Total 128 14 306 5 448 12:00 20 2 67 1 89 12:15 16 2 74 1 92 12:30 27 2 71 1 100 12:45 32 4 62 1 98 Total 95 10 274 4 379 13:00 28 9, 58 1 95 13:15 22 5 67 0 94 13:30 25 4 49 0 78 13:45 31 2 55 0 88 Total 106 20 229 1 355 14:00 27 5 54 0 86 14:15 31 2 42 0 75 14:30 18 3 53 0 74 14:45 22 1 47 0 70 · Total 98 11 196 0 305 Grand Total 427 55 1005 10 1487 \ Apprch % 28.7 3.7 67.6 Total% 5.3 0.7 12.6 18.6 Paseo Del Norte Southbound Start Time Leftl __ Thr1 ~·1ght\ Peak Hour From 11 :00 to 14:45 -Peak 1 of 1 Intersection 11 :15 Volume 118 ' 13 310 Percent 26.8 · .. 2.9 70.3 11 :30 Volume 44 4 78 Peak Factor High Int. 11 :30 Volume 44 4 78 Peak Factor G roups Printed-Unshif Poinsettia Lane Paseo Del Norte Poinsettia Lane Westbound Northbound Eastbound Left I Thru I Right I Peds I App. Left I Thru j Right J Peds j App. · Left I Thru I Right j Peds j App. Exclu. J Total Total Total Total 2 181 26 3 209 11 3 1 2 15 55 132 2 0 189 7 2 179 21 0 202 6 2 6 1 14 59 124 6 2 189 3 3 179 24 0 206 5 5 0 0 10 55 164 10 0 229 1 5 161 28 2 194 6 4 0 1 10 69 143 7 0 219 5 12 700 99 5 811 28 14 7 4 49 238 563 25 2 826 16 2 172 15 0 189 10 4 1 0 15 62 165 7 0 234 1 5 162 12 4 179 12 2 0 2 14 62 142 9 0 213 7 4 144 16 2 164 10 4 3 4 17 63 170 12 0 245 7 0 178 24 1 202 4 4 1 0 9 46 137 7 0 190 2 11 656 67 7 734 36 14 5 6 55 233 614 35 0 882 I 17 2 178 17 0 197 5 3 2 0 10 56 170 6 0 232 1 4 153 21 0 178 8 3 1 0 12 53 130 6 0 139' 0 2 164 15 0 181 11 2 3 1 16 46 144 15 0 205 1 1 141 23 0 165 6 0 2 0 8 58 132 7 0 197 0 9 636 76 0 721 30 8 8 1 46 213 576 34 0 823 2 5 156 20 0 181 6 3 1 0 10 64 145 12 2 221 2 4 140 15 0 159 6 4 3' 0 13 43 135 8 0 186 0 2 140 17 0 159 5 1 3 1 9 47 170 9 0 226 1 9 138 20 1 167 5 4 3 1 12 53 152 3 0 208 2 20 574 72 1 666 22 12 10 2 44 207 602 32 2 841 5 52 2566 314 13 2932 \ 116 48 30 13 194 \ 891 2355 126 4 3372 \ 40 1.8 87.5 10.7 59.8 24.7 15.5 26.4 69.8 3.7 0.7 32.1 3.9 36.7 1.5 0.6 0.4 2.4 11.2 29.5 1.6 42.2 0.5 Poinsettia Lane Paseo Del Norte Poinsettia Lane App. Left\ Total 441 I 12 1.5 126 I 3 11 :30 126 [ 3 0.875 Westbound Thru \ 691 87.4 179 179 Right I 88 11.1 24 24 App. Left\ Total 791 I 27 55.1 205 I 5 12:00 2061 10 0.960 Northbound Eastbound Thru \ Right I App. Left\ Thru \ Right I Total 15 7 49 245 596 30 30.6 14.3 28.1 68.4 3.4 5 0 10 55 164 10 12:00 4 1 15 62 165 7 0.817 :06197183 :00197183 : 7/22/2006 : 1 lnclu. I Int. Total Total 509 516 511 514 571 572 543 548 2134 2150 527 528 498 505 526 533 499 501 2050 2067 534 535 473 473 480 481 458 458 1945 1947 498 . 500 433 433 468 469 457 459 1856 1861 7985 8025 99.5 App. Int. Total I Total 871 I 2152 2291 571 0.942 234 0.931 Weather: Clear & Dry Counted By: T. Evans Board#: D1-1428 ---=---~:::-Loe: Car-l:s.b:a0=8h1]±pont0-Q.r,,. Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 ras-eo de~ 1'\Dr+e__ iY 1)01n~e-(tL;___ Ln aseo LJel Norte Out In Total ~om~ 118 Lett 4 T North '/22/2006 11 :15 :00 AM '/2212006 12:00:00 PM 01-cryh I Unshitted I ~ r Left Riqht 27 7 c::::]fil Out D]I) Total u~ ~~ ~ &5 Q . n ~ .r-~I~~ "' i~ffi ~ - File Name : 06197183 Site Code : 00197183 Start Date . : 7/22/2006 Page No : 2 Weather: Clear & Dry Counted By: T. Evans Board#: 01 -1428 Loe: Carlsbad Blvd & Ponto Dr Carlsbad Blvd Southbound · Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 G Printed-Unshifted )SI rou1 Ponto Drive Carlsbad Blvd Westbound Northbound Start Time Left \ Thru \ Right \ Peds \ App. Left \ Thru \ Right \ Peds \ App. Left I Thru \ Right\ Peds \ App. Total Total Total 11 :00 11 :15 11 :30 11:45 Total 12:00 12:15 12:30 12:45 Total 13:00 13:15 13:30 13:45 Total 14:00 14:15 14:30 14:45 Total 6 357 10 361 6 394. 6 423 28 1535 5 392 2 351 7 364 4 323 18 1430 8 364 l 8 411 7 324 5 351 28 1450 13 274 9 290 3 365 2 367. 27 1296 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 2 0 2 1 0 3 0 4 0 0 0 0 0 363 371 400 429 1563 397 353 371 327 1448 372 419 331 356 1478 287 299 368 369 1323 8 6 8 3 25 2 2 7 4 15 5 7 8 3 23 4 10 5 4 23 Grand Total 101 5711 0 7 5a12 I 86 Apprch % 1.7 98.3 0.0 I 49.4 Total% 1.2 67.6 0.0 68.8 1.0 Carlsbad Blvd Southbound Start Time Left l ThrLJ_I _ Right I Peak Hour From 11 :00 to 14:45 -Peak 1 of 1 Intersection 11 :15 Volume 27 , 1570 0 Percent 1.7 98.3 o.o 11 :45 Volume 6 423 o Peak Factor High Int. 11 :45 Volume 6 423 o Peak Factor App. Total 1597 \ 429 I 4291 0.931 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 3 6 8 7 24 6 4 4 4 18 5 5 5 8 23 0 13 6 4 23 88 50.6 1,0 Left l 19 41.3 3 11 :30 8 2 1 0 0 3 2 1 2 0 5 1 0 1 0 2 0 0 1 0 1 11 11 12 16 10 49 8 6 11 8 33 10 12 13 11 46 4 23 11 8 46 I 1741 2.1 Ponto Drive Westbound Thru I Right I 0 27 0.0 58.7 0 7 0 8 0 156 0 150 0 149 0 154 0 609 0 159 0 117 0 120 0 143 0 539 0 171 0 172 0 143 0 148 0 634 0 142 0 162 0 137 0 151 0 592 0 2374 0.0 96.5 0.0 28.1 App. Total 46 10 6 2 11 0 6, 9 3 2 26 13 6 1 2 7 5 2 6 12 19 22 6 4 4 0 7 0 4 10 21: 14 6 0 3 6 2 1 9 2 20 9 35: 58 3.5' 1.0 162 161 155 157 635 165 119 125 149 558 177 176 150 152 655 148 165 139 160 612 2460 I 29.1 Carlsbad Blvd Northbound Left ( Thru I Right I 0 612 26 0.0 95.9 4,1 0 154 3 12:00 16 0 159 6 0.719 Ponto Drive Eastbound File Name Site Code Start Date Page No : 06197243 : 00197243 : 7/22/2006 : 1 Left \ Thru \ Right \ Peds \ App. Exclu., lnclu., Int. I Total Total Total Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 App. Total 638 157 165 0.967 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0,0 0 0 1 0 1 1 1 4 1 7 1 0 1 0 2 0 0 1 1 2 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o.: l Ponto Drive Eastbound Leftl Thru I Right I 0 0 0 0.0 0.0 0.0 0 0 0 10:45:00 AM 5 536 541 1 544 545 10 571 581 2 596 598 18 2247 2265 4 570 574 9 478 487 10 507 517 13 484 497 36 2039 2075 7 559 566 0 607 607 5 494 499 10 519 529 22 2179 2201 0 439 439 6 487 493 3 518 521 3 537 540 12 1981 1993 88 8446 8534 1.0 99.0 App. Int. Total Total 0 2281 0 596 0.957 Weather: Clear & Dry Counted By: T. Evans Board#: D1-i428 Loe: Carlsbad Blvd & Ponto Dr ol'$__j' -' o~<~ c f-- 0 0.. o-;g□ h Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (6i 9) 390-8495 Fax (619) 390-8427 Out ~ 0 27_ :r Left 4 T North /22/2006 11 :15:00 AM /22/2006 12:00:00 PM Unshifted u ::,-"-'l ---J r ,r-~ <O ~~ c5 ::, -o ~=i ~ < (1) ~d et File Name Site Code Start Date Page No : 06197243 :00197243 : 7/22/2006 :2 Weather: Clear & Dry Counted By: F. Gilbert Board#: 01-1427 Loe: Carlsbad Blvd SB & Avenida Encinas Carlsbad Blvd Southbound Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 G roups Printed-Unshifted Avenida Encinas Carlsbad Blvd Westbound Northbound StartTime Left I Thru I Right I Peds I App. Left \ Thru \ Right \ Peds I App. Left \ Thru \ Right \ Peds I App. Total Total Total 11:00 4 359 0 0 363 54 11 :15 11 369 0 0 380 58 11:30 7 391 0 0 398 54 11 :45 12 366 0 0 378 68 Total 34 1485 0 0 1519 234 12:00 8 423 0 0 431 58 12:15 4 379 0 0 383 53 12:30 8 312 0 0 320 62 12:45 9 435 0 0 444 62 Total 29 1549 0 0 1578 235 13:00 8 337 0 0 345 51 13:15 7 301 l 0 0 308 59 13:30 10 328 0 0 338 69 13:45 12 405 0 0 417 49 Total 37 1371 0 0 1408 228 14:00 13 282 0 0 295 38 14:15 5 247 0 0 252 45 14:30 6 366 0 0 372 53 14:45 9 369 0 0 378 60 Total 33 1264 0 0 1297 196 Grand Total 133 5669 Apprch % 2.3 97.7 Total% 2.0 84.7 0 0.0 0.0 0 5302 I 893 100. 0 86.7 I 13.3 ' Carlsbad Blvd Southbound Start Time Left j Thru j Right I Peak Hour From 11 :OD to 14:45 -Peak 1 of 1 Intersection 11 :15 Volume 38 . 1549 o Percent 2.4 . 97.6 0.0 12:00 Volume 8 ' 423 0 Peak Factor High Int. 12:00 Volume 8 423 0 Peak Factor App. Total 1587 I 431 I 431 I 0.921 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 Left J 238 100.0 58 11 :45 68 0 24 54 0 14 58 0 4 54 0 9 68 0 51 234 0 16 58 0 17 53 0 7 62 0 18 62 0 58 235 0 10 51 0 5 59 0 22 69 0 20 49 0 57 228 0 24 38 0 14 45 0 2 53 0 30 60 0 70 196 0 236 893 0.0 0.0 13.3 Avenida Encinas Westbound Thru J Right I 0 0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 App. Total 238 58 68 0.875 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 Left J 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 Carlsbad Blvd Northbound Thru J Right I 0 0 0.0 0.0 0 0 10:45:00 AM Avenida Encinas Eastbound File Name Site Code Start Date Page No : 06197263NB : 01970000 : 7/22/2006 : 1 Left I Thru I Right \ Peds I App. Exclu. I lnclu. I Int. I Total Total Total Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 App. Total 0 0 0 3 0 0 10 0 0 14 0 0 6 0 0 33 0 0 3 0 0 22 0 0 9 0 0 7 0 0 41 0 0 10 0 0 9 0 0 2 0 0 19 0 0 40 0 0 12 0 0 7 0 0 16 0 0 13 0 0 48 0 0 162 0 0.0 0.0 0.0 Avenida Encinas Eastbound Left J Thru j Right I 0 0 0 0.0 0.0 0.0 0 0 0 10:45:00 AM 27 417 444 24 438 462 18 452 470 15 446 461 84 1753 1837 19 489 508 39 436 475 16 382 398 25 506 531 99 1813 1912 20 396 416 14 367 381 24 407 431 39 466 505 97 1636 1733 36 333 369 21 297 318 18 425 443 43 438 481. 118 1493 1611 398 6695 7093 5.6 94.4 App. Int. Total J Total OI 1825 01 489 0.933 Out C]ID 0 238 g~ ~~ ~'li;__j t__.Eo -;':'~ :::;:::; ~ J <( 0.. 0: 00 .c q~ LOO i--5 ~o z .;c cJ o-<D <D 0 00 8LJ _c 00 ~:§ cr-i. l;ll;l ~-::, ~~ 0 Weather: Clear & Dry Counted By: D. Wellman Board #: D-1-1429 Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 : 061972638B : 00197263 : 7/22/2006 Loe: Carlsbad Blvd NB & Avenida Encinas File Name Site Code Start Date Page No : 1 Carlsbad Blvd Southbound Start Time Left l Thru l Right ] Peds ] App. Total 11 :oo 11 :15 11 :30 11 :45 Total 12:00 12:15 12:30 12:45 Total 13:00 13:15 13:30 13:45 Total 14:00 14:15 14:30 14:45 Total Grand Total Apprch % Total% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 Start Time oi 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 Left j 0 2 0 15 0 10 0 9 0 36 0 10 0 22 0 4 0 11 0 47 0 3 0 5 0 11 0 25 0 44 0 9 0 8 0 18 0 23 0 58 0 185 0.0 0.0 Carlsbad Blvd Southbound Thrn I Right I Peak Hour From 11 :OO to 14:45 -Peak 1 of 1 Intersection 11 :15 Volume O O O Percent 0.0 . o.o 0.0 11:45 Volume O i O o Peak Factor · High Int. 10:45:00 AM Volume O O O Peak Factor 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o.: I Avenida Encinas Westbound Left] Thru ] Right ] Peds ] 0 59 13 0 50 11 0 56 8 0 65 8 0 230 40 0 53 11 0 46 10 0 72 9 0 51 7 0 222 37 0 46 9. 0 53 10 0 64 6 0 49 6 0 212 31 0 43 0 55 0 50 0 54 0 202 0 866 0.0 86.1 0.0 20.6 7 7 8 10 32 140 13.9 3.3 0 1 0 0 1 0 0 0 0 0 1 0 1 1 3 1 2 1 0 4 8 ~s 1--'nnted-Unshitted Grou1 App. Total 72 61 64 73 270 64 56 81 58 259 55 63 70 55 243 50 62 58 64 234 Carlsbad Blvd Northbound Left J Thru I Right:J Peds J 1 148 44 6 0 149 44, 7 7 160 40 4 0 147 48 3 8 604 176 20 1 154 57 8 1 108 46 19 0 116 51 3 1 140 42 17 3 518 196 47 0 168 38 12 0 164 56 1 0 140 48 20 1 145 39 16 1 617 181 49 0 140 32' 15 3 159 54 11 0 130 40 8 1 150 44 21 4 579 170 55 1006 \ 16 2318 723 171 0.5 75.8 23.7 24.0 0.4 55.2 17.2: Avenida Encinas Eastbound App. Left I Thru I Right I Peds J Total 193 193 207 195 788 212 155 167 183 717 206 220 188 185 799 172 216 170 195 753 1 5 1 13 1 7 2 11 5 36 0 4 1 1 0 6 2 5 3 16 4 6 2 3 2 10 1 · 12 9 31 1 12 0 6 0 5 2 7 3 30 3057 \ 20 113 15.0 85.0 72.9 0.5 2.7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0 0 0 3 3 0 1 0 0 1 0 0 3 1 4 0 1 0 3 4 12 App. Total 6 14 8 13 41 4 2 6 ·7 19 10 5 12 13 40. 13 6 5 9 33 133 \ 3.2 Exclu.] lnclu. I Int. Total Total Total 8 271 279 23 268 291 14 279 293 15 281 296 80 1099 1159 18 280 298 42 213 255 7 254 261 28 248 276 95 995 1090 16 271 287 6 288 294 35 270 305 43 253 296 1 00 1 082 1182 25 22 27 47 121 376 8.2 235 284 233 268 1020 4196 91.8 260 306 260 315 1141 4572 Avenida Encinas Carlsbad Blvd Avenida Encinas Westbound Northbound Eastbound App. Left I Thru j Right I App. Left j Thru j Right I App. Left j Thru \ Right I App. Total Total Total Total Int. Total OI 0 224 38 262 8 610 189 807 4 35 0 39 I 1108 0.0 85.5 14.5 1.0 75.6 23.4 10.3 89.7 0.0 OI 0 65 8 73 0 147 48 195 2 11 0 131 281 0.986 11 :45 12:00 11:15 0\ 0 65 8 73 1 I 154 57 212 1 •13 0 14 0.897 0.952 0.696 I Weather: Clear & Dry Counted By: D. Wellman Board#: D-1-1429 Loe: Carlsbad Blvd NB & Avenida Encinas "i::=j .3 C: l-~ YJE ::,<'! o"' u Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 Carlsbad Blv, Out In Total D@ ~ D_@ I I 1 o o 01 :r Tr LC T North /2212006 11 ·1 cc (12212006 12: -:OO AM .00:00 PM I Unshifted -' w~~e =r (,J ..p,.. ..... _. CD < (P . n ::, ,s r ..r-~ 10 File Name Site Code Start Date Page No : 06197263S8 : 00197263 : 7/22/2006 :2 Weather: Clear & Dry Counted By: S. Mangiafico Board#: D1-1430. Loe: Carlsbad Blvd & La Costa Ave Carlsbad Blvd Southbound Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 G roups Printed-Unshifted La Costa Ave Carlsbad Blvd Westbound Northbound Start Time Left [ Thru I Right [ Peds [ App. Left [ Thru I Right [ Peds I App. Left [ Thru I Right [ Peds I App. Total Total Total 11 :00 78 307 0 5 385 84 11 :15 75 241 0 1 316 81 11 :30 112 296 0 1 408 78 11 :45 88 320 0 0 408 88 Total 353 1164 0 7 1517 331 12:00 77 331 0 1 408 68 12:15 82 285 0 2 367 70 12:30 90 284 0 1 374 89 12:45 75 300 0 2 375 75 Total 324 1200. 0 6 1524 302 13:00 107 267 0 1 374 87 13:15 97 325 0 1 422 78 13:30 79 240 0 0 319 76 13:45 79 261 0 0 340 74 Total 362 1093 0 2 1455 315 14:00 70 243 D 1 313 52 14:15 82 234 0 3 316 60 14:30 104 234 0 4 338 70 14:45 104 250 0 0 354 65 Total 360 961 0 8 1321 247 Grand Total 1399 4418 0 23 5817\ 1195 Apprch % 24.1 75.9 0.0 58.9 Total% 13.2 41.6 0.0 54.8 11.2 Carlsbad Blvd Southbound Start Time Left\ Th~_:light I Peak Hour From 11 :00 to 14:45 -Peak 1 of 1 Intersection 11 :30 Volume 359 1232 0 Percent .22.6 77.4 0.0 11 :45 Volume 88 · 320 o Peak Factor High Int. 11 :30 Volume 112 296 0 Peak Factor App. Total 1591 I 408 4081 0.975 0 56 0 54 0 55 0 51 0 216 0 64 0 50 0 45 0 50 0 209 0 42 0 67 0 54 0 45 0 208 0 51 0 70 0 42 0 39 0 202 0 835 0.0 41.1 0.0 7.9 Left\ 304 58.0 88 11 :45 88 0 140 0 136 44 2 180 1 135 0 114 65 1 179 0 133 0 104 40 1 144 0 139 0 160 65; 3 225 1 547 0 514 214 7 728 1 132 0 118 63 3 181 0 120 0 96 61 0 157 0 134 0 105 61., 0 166 0 125 0 144 50 0 194 1 511 0 463 235 3 698 0 129 0 121 56 4 177 1 145 0 120 44 0 164 0 130 0 145 60 3 205 0 119 0 116 53 2 169 1 523 0 502 213 9 715 D 103 0 124 40 1 164 0 130 D 147 44 4 191 0 112 0 98 54 0 152 1 104 0 90 39 0 129 1 449 0 459 177 5 636 4 2030 \ 0 1938 839 24 2777 \ 0.0 69.8 30.2 19.1 0.0 18.2 7.9 26.1 La Costa Ave Carlsbad Blvd Westbound Northbound Thru \ Right I App. Left\: Thru \ Right I Total 0 220 524 0 478 229 0.0 42.0 0.0 67.6 32.4 0 51 139 0 160 65 11 :45 0 51 139 0 160 65 0.942 La Costa Ave Eastbound File Name Site Code Start Date Page No Left [ Thru [ Right [ Peds [ App. Exclu. [ Total Total 0 0 0 0 0 7 0 0 0 0 0 3 0 0 0 0 0 2 0 0 0 0 0 3 0 0 0 0 0 15 0 0 0 0 0 5 0 0 0 0 0 2 0 0 0 0 0 1 0 0 0 0 0 2 0 0 0 0 0 10 0 0 0 0 0 5 0 0 0 0 0 2 0 0 0 0 0 3 0 0 0 0 0 2 0 0 0 0 0 12 0 0 0 0 0 2 0 0 0 0 0 7 0 0 0 0, 0 4 0 0 0 0 0 1 0 0 0 0 0 14 0 0 0 0 0.: \ 51 0.0 0.0 0.0 0.0 0.0 0.0 0.5 La Costa Ave Eastbound App. Left\ Thru [ Right I Total 707 0 0 0 0.0 0.0 0.0 225 0 0 0 10:45:00 AM 225 0.786 : 06197283 : 00197283 : 7/22/2006 : 1 lnclu. [ Total Int. [ Total 705 712 630 633 685 687 772 775 2792 2807 721 726 644 646 674 675 694 696 2733 2743 680 685 731 733 654 657 628 630 2693 2705 580 582 637 644 602 606 587 588 2406 2420 10624 10675 99.5 App. Int. Total [ Total 01 2822 _o I 772 0.914 Weather: Clear & Dry Counted By: S. Mangiafico Board#: D1-1430 Loe: Carlsbad Blvd & La Costa Ave oj~__j'- _J "°~' -:;,-.c-. 8 ,- "' o-_,8LJ h Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 Out ~ Total I 22a91 0 359 :r Left 4 T North /22/2006 11 :30:00 AM /22/2006 12:15:00 PM Unshifted ◄7 r Left Ri ht 0 229 O@J 1 22431 Out Total ~o ur;h s 0, ::;N -o ,r-~~ ~~ ~ - "' < (ll File Name Site Code Start Date Page No : 06197283 : 00197283 : 7/22/2006 :2 Weather : Clear & Dry Counted By: 8. Villanueva Board#: 01-2173 Loe: Vulcan Ave & La Costa Ave Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 G Printed-Unshifted roups 1 Vulcan Avenue La Costa Ave Vulcan Avenue la Costa Ave Southbound Westbound Northbound Eastbound File Name Site Code Start Date Page No : 06197293 : 00197293 : 7/22/2006 : 1 Start Time Left I Thru j Right I Peds \ ¢t~i Left\ Thru I Right \ Peds j · ;;;i~j Left \ Thru \ Right I Peds I ¢~~j Left \ Thru \ Right \ Peds \ ;;;i~j E;~~~j I 1~~:~j I T~~~j I 11 :00 0 0 • 0 0 0 28 116 0 1 144 18 0 20 0 38 0 91 17 3 108 4 290 294 11:15 0 0 0 0 0 20 106 0 0 126 24 0 30' 0 54 0 110 35 1 145 1 325 326 11:30 0 0 0 0 0 33 118 0 0 151 25 0 26 0 51 0 89 31 2 120 2 322 324 11:45 0 0 0 0 0 38 121 0 0 159 19 0 20 2 39 0 123 30 0 153 2 ,351 353 Total 0 0 0 0 0 119 461 0 1 580 86 0 96 2 182 0 413 113 6 526 9 1288 1297 12:00 0 0 0 0 0 38 109 0 0 147 23 0 24 0 47 0 92 30 1 122 1 316 317 12:15 0 0 0 0 0 16 103 0 0 119 23 0 35 0 58 0 107 27 0 134 0 311 311 12:30 0 0 0 1 0 22 114 0 0 136 . 17 0 26: 0 43 0 92 22 0 114 1 293 294 12:45 0 0 0 0 0 24 99 0 0 123 26 0 21 0 47 0 102 25 0 127 0 297 297 Total 0 0 0 1 0 100 425 0 0 525 89 0 106 0 195 0 393 104 1 497 2 1217 1219 13:00 0 0 0 0 0 36 103 0 0 139 28 0 27 1 55 0 99 25 0 124 1 318 319 13:15 0 0 0 0 0 27 134 0 0 161 15 0 21 0 36 0 92 20 1 112 1 309 310 13:30 0 o· 0 0 0 29 112 0 0 141 23 0 26 0 49 0 115 22 3 137 3 327 330 13:45 0 0 0 0 0 38 94 0 0 132 18 0 21 0 39 0 107 20 0 127 0 298 298 Total 0 0 0 0 0 130 443 0 0 573 84 0 95 1 179 0 413 87 4 500 5 1252 1257 14:00 0 0 0 0 0 28 107 0 0 135 19 0 31 1 50 0 77 17 1 94 2 279 281 14:15 0 0 0 0 0 26 102 0 0 128 20 0 26 0 46 0 88 27 1 115 1 289 290 14:30 0 0 0 0 0 30 105 0 0 135 20 0 22 0 42 0 105 20 0 125 0 302 302 14:45 0 0 0 0 0 21 93 0 0 114 12 0 22 0 34 0 93 24 0 117 0 265 265 Total 0 0 0 0 0 105 407 0 0 512 71 0 101 1 172 0 363 88 2 451 3 1135 1138 Grand Total 0 0 0 1 o I 454 1736 0 1 2190 I 330 0 398 4 7281 0 1582 392 13 19741 19 4892 4911 Apprch % 0.0 0.0 0.0 20.7 79.3 0.0 45.3 0.0 54.7 0.0 80.1 19.9 Total% 0.0 0.0 0.0 0.0 9.3 35.5 0.0 44.8 6.7 0.0 8.1' 14.9 0.0 32.3 8.0 40.4 0.4 99.6 · Vulcan Avenue La Costa Ave Vulcan Avenue La Costa Ave Southbound Westbound Northbound Eastbound Start Time Left j Thru j Right I App. Left\ Thru \ Right I App. Left\ Thru \ Right l App. Left\ Thru l Right l App. Int. Total I Total Total Total Total Peak Hour From 11 :00 to 14:45 -Peak 1 of 1 Intersection 11 :15 Volume 0 0 0 Percent 0.0 0.0 0.0 0\ 129 454 0 583 91 0 100 191 0 414 126 540 I 1314 22.1 77.9 0.0 :1-.7,6 0.0 52.4 0.0 76.7 23.3 11:45 Volume o o o Peak Factor High Int. 10:45:00 AM 01 38 121 0 159 19 0 20 39 0 123 30 1531 351 0.936 11 :45 11 :15 11 :45 Volume 0 0 0 o\ 38 121 0 159 24 0 30 54 0 123 30 153 Peak Factor 0.917 0.884 0.882 Weather: Clear & Dry Counted By: B. Villanueva Board#: 01-2173 Loe: Vulcan Ave & La Costa Ave roo:, -~ ~;: Q) <( 0 >~ ir=~ -st j ~ 6"' o~_j' ..J st :::, :; 1=---. f- <D-N .C ~u Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 ulcan Avenue Out In Total ~~~ I o o 01 :r Tr LC i North /22/2006 11 :15 :00 AM 122/2006 12 :00 :00 PM Unshifted ~ r-+ Left Riqht 91 100 CNl CillJ Out Total ~o 4bh s. ,,. -o .r-~~ i~ -"' - "" < (1) File Name Site Code Start Date Page No :06197293 : 00197293 : 7/22/2006 :2 Weather: Clear & Dry Counted By: R. Glenn Board#: 01-2278 Loe: 1-5 SB Ramps & La Costa Ave 1-5 SB Off Ramp Southbound Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 G .roups Printed-Unshifted la Costa Ave 1-5 SB On Ramp Westbound Northbound Start Time Left I Thru \ Right I Peds I App. Left I Thru I Right I Peds I App. Left I Thru I Right I Peds I App. Total Total Total 11 :00 70 0 28 0 98 82 11 :15 64 1 39 0 104 68 11:30 77 0 45 0 122 69 11 :45 66 0 47 0 113 62 Total 277 1 159 0 437 281 12:00 90 2 42 0 134 71 12:15 79 0 29 0 108 77 12:30 71 3 51 0 125 74 12:45 · 85 0 40 0 125 64 Total 325 5 162 0 492 286 13:00 67 1 40 0 108 70 13:15 81 0 45 0 126 47 13:30 65 1 ' 37 0 103 72 13:45 78 5 21 0 104 39 Total 291 7 143 0 441 228 14:00 89 0 15 0 104 64 14:15 64 0 44 0 108 78 14:30 81 2 49 0 132 63 14:45 89 1 44 0 134 76 Total 323 3 152 0 478 281 Grand Total 1216 16 616 0 184811076 Apprch % 65.8 0.9 33.3 38.6 Total% 17.5 0.2 8.8 26.5 15.4 1-5 SB Off Ramp Southbound Start Time Left j Thru j Right I Peak Hour From 11 :00 to 14:45 -Peak •1 of 1 Intersection 11 :30 Volume 312 • 2 163 Percent 65.4 0.4 34.2 12:00 Volume 90 . 2 42 Peak Factor · High Int. 12·.00 Volume 90 2 42 Peak Factor App. Total 477 I 134 I 1341 0.890 114 89 105 116 424 115 109 100 102 426 114 131 99 120 464 113 107 108 70 398 1712 61.4 24.6 Left I 279 38.5 71 12:00 71 0 0 196 0 0 0 0 0 0 0 157 0 0 0 0 0 0 1 174 0 0 0 0 0 0 0 178 0 0 0 0 0 0 1 705 0 0 0 0 0 0 0 186 0 0 O· 0 0 0 0 186 0 0 0 0 0 0 0 174 0 0 0 0 0 0 0 166 0 0 0 0 0 0 0 712 0 0 0 0 0 0 0 184 0 0 0 0 0 0 0 178 0 0 0. 0 0 0 0 171 0 0 o· 0 0 0 0 159 0 0 O· 0 0 0 0 692 0 0 0 0 0 0 0 177 0 0 0 0 0 0 0 185 0 0 0 0 0 0 0 171 0 0 0 0 0 0 0 146 0 0 0 0 0 0 0 679 0 0 0 0 0 0 1 2788 ( 0 0 o. 0 o.: I 0.0 0.0 0.0 0.0 0.0 40.0 0.0 0.0 0.0 La Costa Ave , 1-5 SB On Ramp Westbound Northbound Thru I Right I App. Left\' Thru j Right I Total 445 0 724 0 0 0 61.5 0.0 0.0 0.0 0.0 115 0 186 0 0 0 10:45:00 A,.M 115 0 186 0 0 0 0.973 la Costa Ave Eastbound File Name Site Code Start Date Page No Left I Thru I Right I Peds I App. Exclu. I Total Total 0 111 29 0 140 0 0 131 17 0 148 0 0 :137 21 0 158 1 0 133 23 0 156 0 0 512 90 0 602 1 0 119 30 0 149 0 0 135 23 0 158 0 0 114 21 0 135 0 0 122 18 0 140 0 .0 490 92 0 582 0 0 114 27 0 141 0 0 125 13 0 138 0 0 135 24 0 159 0 0 128 14 0 142 0 0 502 78 0 580 0 0 109 22 0 131 0 0 130 19 0 149 0 0 129 22 0 151 0 0 111 26 0 137 0 0 479 89 0 568 0 0 1983 349 0 2332 ! 1 0.0 85.0 15.0 0.0 28.5 5.0 33.5 0.0 La Costa Ave Eastbound App. Left\ Thru \ Right I Total 0 0 524 97 0.0 84.4 15.6 0 .. 0 119 30 11:30 0 0 137 21 : 06197303 :00197303 : 7/22/2006 : 1 lnclu. I Total Int. I Total 434 434 409 409 454 455 447 447 1744 1745 469 469 452 452 434 434 431 431 1786 1786 433 433 442 442 433 433 405 405 1713 1713 412 412 442 442 454 454 417 417 1725 1725 6968 6969 100.0 App. Int. Total\ Total 621 1822 149 469 0.971 158 0.983 Weather: Clear & Dry Counted By: R. Glenn Board #: 01 -2278 Loe: 1-5 SB Ramps & La Costa Ave 5-~ a"' ol'lE_j ...J YJ-.c h Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 -5 ::it\ utt Hamp Out In Total C]] 477 CillJ 163 312 :r Left 4 T North '/22/2006 11 :30:00 AM '/22/2006 12:15:00 PM lunshifted I ~ ~ Left Riqht 0 0 DzID Out ~ Total ~o 4~ s 0) -o n ,r-i~ i~ s. '" - '" C: < (1) File Name Site Code Start Date Page No :06197303 :00197303 : 7/22/2006 :2 Weather: Clear & Dry Counted By: S. Mockler Board#: D1-2279 Loe: 1-5 NB Ramps & La Costa Ave 1-5 NB On Ramp Southbound Start Time Left I Thru I Right I Peds I App. Total 11 :00 0 0 0 0 11:15 0 0 0 1 11 :30 0 0 0 2 11 :45 0 0 0 0 Total 0 0 0 3 12:00 0 0 0 0 12:15 0 0 0 0 12:30 0 0 0 2 12:45 0 0 0 0 Total 0 0 0 2 13:00 0 0 0 0 13:15 0 0 0 0 13:30 0 0 0 0 13:45 0 0 0 0 Total 0 0 0 0 14:00 0 0 0 0 14:15 0 0 0 0 14:30 0 0 0 0 14:45 0 0 0 1 Total 0 0 0 1 Grand Total 0 0 0 6 Apprch % 0.0 0.0 0.0 Total¾ 0.0 0.0 0.0 . 1-5 NB On Ramp Southbound Start Time Left I Thru I Right I Peak Hour From 11 :00 to 14:45 -Peak 1 of 1 Intersection 11 :30 Volume O : O o Percent 0.0 -0.0 0.0 12:15 Volume o O o Peak Factor High Int. 10:45:00 AM Volume O O O Peak Factor 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o.: I Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (6i 9) 390-8495 Fax (619) '390-8427 G roups Printed-Unshifted La Costa Ave 1-5 NB Off, Ramp Westbound Northbound La Costa Ave Eastbound File Name Site Code Start Date Page No _Left I Thru I Right I Peds I App. Left I Thru I Right I Peds I App. Left I Thru I Right I Peds I App. Exclu. I Total Total Total Total 0 173 96 0 269 25 0 80 0 105 37 131 0 0 168 0 0 158 95 0 253 13 5 80' 0 98 38 168 0 0 206 1 0 158 104 0 262 30 2 92 0 124 38 164 0 0 202 2 0 165 93 0 258 18 0 80 1 98 40 164 0 0 204 1 0 654 388 0 1042 86 7 332 1 425 153 627 0 0 780 4 0 164 100 0 264 34 1 99, 0 134 41 162 0 0 203 0 0 170 98 0 268 18 0 99 0 117 45 180 0 0 225 0 0 148 82 0 230 22 0 100. 0 122 39 133 0 0 172 2 0 121 81 1 202 27 1 106 0 134 36 171 0 0 207 1 0 603 361 1 964 101 2 404' 0 507 161 646 0 0 807 3 0 159 93 1 252 25 4 75· 0 104 23 161 0 0 184 1 0 149 84 0 233 26 0 120 0 146 35 174 0 0 209 0 0 144 66 0 210 23 0 119 0 142 44 182 0 0 226 0 0 171 83 0 254 18 1 123 0 142 38 172 0 0 210 0 0 623 326 1 949 92 5 437 0 534 140 689 0 0 829 1 0 144 70 0 214 24 3 109 0 136 28 162 0 0 190 0 0 151 77 0 228 33 0 83! 0 116 41 148 0 0 189 0 0 150 98 1 248 21 1 98 0 120 48 162 0 0 210 1 0 134 81 2 215 20 0 94' 0 114 39 167 0 0 206 3 0 579 326 3 905 98 4 384 0 486 156 639 0 0 795 4 0 2459 1401 5 3860 I 377 18 1557 1 19521 610 2601 0 0 3211 \ 12 0.0 63.7 36.3 19.3 0.9 79.8 19.0 81.0 0.0 0.0 27.3 15.5 42.8 4.2 0.2 17.3 21.6 6.8 28.8 0.0 35.6 0.1 La Costa Ave 1-5 NB Off Ramp La Costa Ave Westbound Northbound Eastbound App. Left I Thru I Right I App. Lett I . Thru I Right I App. Left I Thru I Right I Total Total Total :1 0 657 395 1052 100 3 370 473 164 670 0 0,0 62.5 37.5 21.1 0.6 78.2 19.7 80.3 0.0 0 170 98 268 18 0 99 117 45 180 0 12:15 12:00 12:15 ol 0 170 98 268 34 1 99 134 45 180 0 0.981 0.882 : 06197313 : 00197313 : 7/22/2006 : 1 lnclu. I Total Int. I Total 542 542 557 558 588 590 560 561 2247 2251 601 601 610 610 524 526 543 544 2278 2281 540 541 588 . 588 578 578 606 606 2312 2313 540 540 533 533 578 579 535 538 2186 2190 9023 9035 99.9 App. Int. Total I Total 834 I 2359 2251 610 0.967 225 0.927 Weather: Clear & Dry Counted By: S. Mockler Board#: 01-2279 Loe: 1-5 NB Ramps & La Costa Ave ;1;[.:= __j-~ 3 j8~ Y0lh Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 -5 NB On Ramp Out In Total LJ@~Q@ I I I o o 01 :r Tr Le ..,, T North 17122/2006 11 :30:00 AM i?/2212006 12:15:00 PM Unshifted ~ r Left Ri ht 100 370 ~ ~ Out Total [i ..r--,o f;"ia1 ;ji ~E[ File Name Site Code Start Date Page No : 06197313 : 00197313 : 7/22/2006 :2 Weather: Clear & Dry Counted By: J. Linden Board#: 01-2172 Loe: Piraeus St & La Costa Ave Piraeus Street Southbound Start Time Left \ Thru \ Right \ Peds \ App. Total 11 :00 0 0 0 0 11 :15 0 0 0 0 11 :30 0 0 0 0 11 :45 0 0 0 0 Total 0 0 0 0 12:00 0 0 0 0 12:15 0 0 0 0 12:30 0 0 0 0 12:45 0 0 0 0 Total 0 0 0 0 13:00 0 0 0 0 13:15 0 0 0 0 13:30 0 O· 0 0 13:45 0 0 0 0 Total 0 0 0 0 14:00 0 0 0 0 14:15 0 0 0 0 14:30 0 0 0 0 14:45 0 0 0 0 Total 0 0 0 0 Grand Total 0 0 0 0 Apprch % 0.0 0.0 0.0 Total% 0.0 0.0 0.0 Piraeus Street Southbound Start Time Leftl ~hr~ Right I Peak Hour From 11 :00 to 14:45 -Peak 1 of 1 Intersection 13:15 Volume O O O Percent 0.0 0.0 0.0 13:45 Volume. o O O Peak Factor High Int. 10:45:00 AM Volume O O O Peak Factor 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o.: I Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 G rouos p· Unshift La Costa Ave Piraeus Street Westbound Northbound Left \ Thru \ Righi \ Peds \ App. Left \ Thru \ Right\ Peds \ App. Total Total 9 253 0 0 262 20 0 8 0 28 7 236 0 0 243 11 0 9 0 20 5 247 1 0 253 17 0 6 0 23 18 252 0 0 270 9 0 8, 0 17 39 988 1 0 1028 57 0 31 0 88 11 237 0 0 248 21 0 4· 0 25 6 241 0 0 247 12 0 3 0 15 7 226 0 0 233 12 0 4 0 16 7 199 0 0 206 18 0 11 0 29 31 903 0 0 934 63 0 22 0 85 7 238 0 0 245 14 0 5 0 19 8 222 0 0 230 8 0 5 0 13 8 205 0 0 213 12 0 13 0 25 15 249 0 0 264 10 0 3 0 13 38 914 0 0 952 44 0 26 0 70 13 206 0 0 219 11 0 8 0 19 5 222 0 0 227 6 0 3 0 9 4 223 0 0 227 13 0 3· 0 16 9 200 0 0 209 7 0 4 0 11 31 851 0 0 882 37 0 18 0 55 139 3656 1 0 37961 201 0 97. 0 298 \ 3.7 96.3 0.0 67.4 0.0 32.6; 1.7 44.4 0.0 46.1 2.4 0.0 1.2 · 3.6 La Costa Ave Piraeus Street Westbound Northbound App. Left\ Thru \ Right I App. Left\ Thru \ Right I Total Total 01 44 882 0 926 41 0 29 4.8 95.2 0.0 58.6 0.0 41.4 01 15 249 0 264 10 0 3 13:45 13:30 OI 15 249 0 264 12 0 13 0.877 La Costa Ave Eastbound File Name Site Code Start Date Page No Left I Thru \ Right \ Peds \ App. Exclu. I Total Total 0 227 11 0 238 0 0 228 16 0 244 0 0 227 21 0 248 0 0 229 12 0 241 0 0 911 60 0 971 0 0 226 16 0 242 0 0 261 15 0 276 0 0 231 7 0 238 0 0 259 13 0 272 0 0 977 51 0 1028 0 0 223 13 0 236 0 0 267 13 0 280 0 0 287 12 0 299 0 0 284 20 0 304 0 0 1061 58 0 1119 0 0 272 13 0 285 0 0 230 5 0 235 0 0 226 16 0 242 0 0 255 10 0 265 0 0 983 44 0 1027 0 0 3932 213 0 4145 \ 0 0.0 94.9 5.1 0.0 47,7 2.6 50.3 0.0 La Costa Ave Eastbound App. Left\ Thru \ Right I Total 70 0 1110 58 0.0 95.0 5.0 13 0 284 20 . 13:45 25 0 284 20 0.700 : 06197323 : 00197323 : 7/22/2006 : 1 lnclu. \ Total Int. I Total 528 528 507 507 524 524 528 528 2087 2087 515 515 538 538 487 487 507 507 2047 2047 500 500 523 523 537 537 581 581 2141 2141 523 523 471 471 485 485 485 485 1964 1964 8239 8239 100.0 App. Int. Total\ Total 1168 2164 304 581 0.931 304 0.961 Weather: Clear & Dry Counted By: J. Linden Board#: 01-2172 Loe: Piraeus St & La Costa Ave 01-iii__j -' _J -~ Lf) .c: ro ~ 15-60) iU,, Traffic Data Service Southwest 9773 Maine Avenue Lakeside, CA 92040 (619) 390-8495 Fax (619) 390-8427 Piraeus Street Out In Total C]]~C]] I I I oi7 oJ :r Tr LC T North /22/2006 1 :15:00 PM /22/2006 2:00:00 PM +-i r Left Ri ht 41 29 O@ Lill] Out Total ~l(:h ~~. -o '" . n c: ~ < .r-~ io"<D o_ 010, (JI - File Name Site Code Start Date Page No : 06197323 : 00i97323 : 7/22/2006 :2 19706N-01 EventCount-528 Page l-- Traffic Data Service Southwest Event Counts 19706N-01 EventCount-528 --English (ENU) Datasets: Site: Input A: Input 8: Survey Duration: [19706N] Carlsbad Blvd Btwn Poinsettia Lane & Breakwater Rd 1 -North bound. -Added to totals. (1) 0 -Unused or unknown. -Excluded from totals. (0) 16:45 Friday, July 14, 2006 => 20:33 Monday, July 17, 2006 File: Identifier: F:\Traffic Data\MCData\RBF\2006\197\19706N18JUL2006.EC0 (Plus) A33158DF MC56-1 [MC55J (c)Microcom 07/06/99 Algorithm: ,Data type: Profile: Event Count Axle sensors -Separate (Count) Filter time: Name: 17:00 Friday, July 14, 2006 => 20:00 Monday, July 17, 2006 Factory default profile Scheme: Units: In profile: Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events= 27986 / 28134 (99.47%) • Friday, July 14, 2006:3516 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 • Saturday, July 15, 2006=8679, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 66 32 25 11 10 34 134 229 368 450 521 578 635 21 6 4 4 5 6 23 49 77 100 108 128 151 17 7 8 1 1 8 27 48 81 94 129 162 154 16 12 9 3 14 35 59 99 137 131 144 164 12 7 4 3 3 6 49 73 111 119 153 144 166 AM Peak 1145-1245 (613), AM PHF:0.93 PM Peak 1700-1800 (701), PM PHF:0.90 * Sunday, July 16, 2006:8747, 15 minute drops 1300 1400 1500 1600 1700 -1012 269 -233 -263 -247 1300 1400 1500 1600 1700 668 655 636 646 701 143 131 150 153 174 171 175 165 161 164 164 172 145 145 169 190 177 176 187 194 1800 1900 772 604 242 1-e1 157 152 188 137 185 134 1800 1900 607 527 163 137 147 137 148 121 149 132 2000 461 119 122 105 115 2000 479 160 120 116 83 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 78 38 24 9 8 27 103 164 285 395 559 611 678 755 716 779 805 792 638 542 378 26 6 9 4 2 3 16 33 56 74 122 182 173 208 187 1'>7 192 202 175 135 114 21 11 8 1 1 4 19 42 77 98 123 152 174 177 181 178 231 195 187 164 117 22 9 5 0 1 6 35 44 79 109 167 137 160 194 171 183 171 214 146 110 86 9 12 2 4 4 14 33 45 73 114 147 140 171 176 177 221 211 181 130 133 61 AM Peak 1030 -1130 (648), AM PHF:0.89 PM Peak 1530-1630 (827), PM PHF:0.90 * Monday, July 17, 2006=7043 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 29 15 9 6 6 42 133 244 378 413 388 491 759 637 585 586 643 635 574 470 9 6 3 0 1 5 24 46 72 82 76 104 132 145 151 140 141 170 174 117 8 4 1 2 3 2 35 67 101 111 102 126 224 174 143 151 163 150 119 122 7 2 2 0 6 29 64 91 117 92 127 187 161 152 138 1S7 170 160 120 5 3 1 2 2 29 45 67 114 103 118 134 216 157 139 157 182 145 121 111 AM Peak 1145 -1245 (677), AM PHF:0.76 2100 2200 2300 287 207 173 86 55 ·65 .. 21 75 58 65 17 "60 52 29 16 66 42 14 12 2100 2200 2300 305 232 130 79 65 40 26 69 53 36 21 80 56 27 22 77 58 27 9 2100 2200 2300 192 110 61 49 33 18 9 48 27 15 8 47 30 16 7 48 20 12 5 2100 2200 2300 19706S-03 EventCount-529 Page-1---- Traffic Data Service Southwest Event Counts 19706$"03 EventCount-529 --English (ENU) Datasets: Site: Input A: Input B: Survey Duration: [19706S] Carlsbad Blvd Btwn Poinsettia Lane & Breakwater Rd 3 -South bound. -Added to totals. (1) 0 -Unused or unknown. -Excluded from totals. (0) 16:44 Friday, July 14, 2006 => 20:39 Monday, July 17, 2006 File: Identifier: F:\ Traffic Data\MCData\RBF\2006\ 197\ 19706S18JUL2006.EC0 (Plus) A647KH81 MC56-1 [MC55] (c)Microcom 07/06/99 Algorithm: Event Count Data type: Axle sensors -Separate (Count) Profile: Filter time: Name: 17:00 Friday, July 14, 2006 => 20:00 Monday, July 17, 2006 Factory default profile Scheme: Units: In profile: Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events = 34068 I 34343 (99.20%) * Friday, July 14, 2006:4236 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 * Saturday, July 15, 2006=12489, 15 minute drops 0000 0100 0200 03D0 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 55 30 19 13 22 42 157 288 424 543 780 1037 1208 1217 1183 1070 14 7 8 4 3 6 26 56 83 116 170 244 305 293 317 270 18 6 3 7 11 31 58 92 112 164 252 322 317 272 297 12 11 5 2 5 10 41 97 126 177 218 244 283 295 270 259 11 6 2 4 7 15 59 77 123 138 228 297 298 312 324 244 AM Peak 1145 -1245 (1207), AM PHF:0.94 PM Peak 1315-1415 (1241), PM PHF:0.98 * Sunday, July 16, 2006:9190, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 69 40 23 13 13 37 108 199 327 485 634 712 807 828 833 770 17 11 7 5 0 6 1B 31 63 104 143 155 202 175 235 · 204 21 6 5 2 4 11 24 38 82 121 140 197 179 221 228 189 16 12 2 2 7 5 32 67 83 126 164 182 211 203 207 182 15 11 9 4 2 15 34 63 99 134 187 178 215 229 163 195 AM Peak 1145-1245 (770), AM PHF:0.91 PM Peak 1345-1445 (899), PM PHF:0.96 * Monday, July 17, 2006:8152 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 34 9 9 6 14 72 458 898 637 470 492 540 570 553 626 595 12 3 4 2 3 11 41 191 159 122 124 122 120 134 155 142 9 2 1 4 1 12 79 250 . 161 120 124 142 157 127 170 155 8 1 1 0 3 18 142 248 167 118 96 144 155 14 4 158 138 5 3 3 0 7 31 196 209 150 110 148 132 138 148 143 160 AM Peak 0700 -0800 (898), AM PHF:0.90 1600 1700 1800 -1407 _ 904 379 · 298 -366 251 -331 171 -331 184 1600 1700 1800 1014 850 839 285 204 204 276 229 204 221 224 244 232 193 187 1600 1700 1800 746 656 584 196 164 147 185 193 167 196 149 141 169 150 129 1600 1700 1800 570 645 510 146 145 120 160 166 134 123 184 130 141 150 126 1900 758 139 198 209 212 1900 605 177 152 137 139 1900 548 149 134 125 140 1900 444 110 109 120 105 2000 2100. 2200 2300 565 276 234 92 -222 -73 · 81 · 27 --14 141 82 .51 22 18 129 52 58 27 12 73 69 44 16 11 2000 2100 2200 2300 516 267 199 111 169 77 52 31 17 121 61 55 36 21 119 68 51 28 16 107 61 41 16 15 2000 2100 2200 2300 376 188 111 83 129 63 33 25 12 80 52 33 21 9 87 36 21 21 8 80 37 24 16 s 2000 2100 2200 2300 19707N-0 1 EventCount-530 Page-1--· · Traffic Data Service Southwest Event Counts 19707N-01 EventCount-530 --English {ENU) Datasets: Site: Input A: Input B: Survey Duration: [19707N] Carlsbad Blvd S/0 Ponto (N) 1 -North bound. -Added to totals. (1) 0 -Unused or unknown. -Excluded from totals. (0) 17:24 Friday, July 14, 2006 ==> 20:01 Monday, July 17, 2006 File: Identifier: F:\Traffic Data\MCData\RBF\2006\197\19707N18JUL2006.EC0 (Base) A567C54F MC56-1 [MC55] (c}Microcom 07/06/99 Algorithm: Event Count Data type: Axle sensors -Separate (Count) Profile: Filter time: Name: 18:00 Friday, July 14, 2006 => 20:00 Monday, July 17, 2006 Factory default profile Scheme: Count events divided by two. Units: In profile: Non metric (ft, mi, ft/s, mph, lb, ton) Events == 24966 / 24998 (99.87%) * Friday, July 14, 2006=2421 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 * Saturday, July 15, 2006=7985, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 61 43 22 9 11 25 93 195 326 394 468 493 577 19 11 3 5 5 5 14 41 68 77 95 108 133 16 7 8 1 1 7 15 39 76 89 122 144 156 12 15 7 2 2 7 25 57 91 116 115 122 161 14 10 4 1 3 6 39 58 91 112 136 119 127 AM Peak 1145 -1245 (569), AM PHF:0.88 PM Peak 1315-1415 (652), PM PHF:0.94 * Sunday, July 16, 2006=8069, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 60 38 17 9 6 20 74 139 252 322 475 510 654 21 3 6 5 1 4 15 34 47 70 89 134 149 17 14 7 2 2 2 13 38 64 77 118 137 167 13 7 1 0 0 8 22 32 78 79 140 117 170 9 14 3 2 3 6 24 35 63 96 128 122 168 AM Peak 1145 -1245 (608), AM PHF:0.89 PM Peak 1545 -1645 (840), PM PHF:0.93 • Monday, July 17, 2006=6490 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 22 14 7 5 6 34 112 238 334 379 353 396 603 5 6 2 0 1 5 19 42 66 66 74 92 112 8 3 0 2 2 2 28 66 85 111 77 93 161 2 2 3 2 0 6 29 62 93 107 89 112 135 7 3 2 1 3 21 36 68 90 95 113 99 195 AM Peak 1145-1245 (507), AM PHF:0.79 1300 1400 1500 1600 1700 ----- 1300 1400 1500 1600 1700 630 644 638 631 601 122 144 149 152 140 173 158 142 148 142 163 177 155 146 168 172 165 192 185 151 1300 1400 1500 1600 1700 675 725 746 819 785 160 182 167 185 189 167 177 172 224 217 189 184 180 204 204 159 182 227 206 175 1300 1400 1500 1600 1700 610 560 537 683 633 139 153 125 154 169 161 138 147 176 152 174 143 119 179 157 136 126 14 6 174 155 1800 1900 742 568 ·233 172 165 147 166 120 178 129 1800 1900 553 468 144 126 140 129 125 114 144 99 1800 1900 598 486 181 132 151 135 149 101 117 118 1800 1900 546 418 171 103 127 105 137 100 111 110 2000 2100 2200 2300 443 280 215 173 117 85 so· --62 r9 120 73 69 65 16 101 61 59 29 12 105 61 37 17 14 2000 2100 2200 2300 472 290 225 116 150 68 ·53 35 21 120 77 54 35 17 125 69 60 27 13 77 76 58 19 9 2000 2100 2200 2300 351 163 90 55 92 40 31 16 5 109 47 27 11 8 95 37 17 15 2 55 39 15 13 7 2000 2100 2200 2300 19707S-03 EventCount-531 Page 1 Traffic Data Service Southwest Event Counts 19707S-03 EventCount-531 --English (ENU) Datasets: Site: Input A: Input B: Survey Duration: [19707S] Carlsbad Blvd S/O Ponto (N) 3 -South bound. -Added to totals. (1) 0 -Unused or unknown. -Excluded from totals: (0) 17:22 Friday, July 14, 2006 => 20:06 Monday, July 17, 2006 File: Identifier: F:\Traffic Data\MCData\RBF\2006\ 197\ 19707S18JUL2006.EC0 (Base) A643QTA4 MC56-1 [MCSS] (c)Microcom 07/06/99 Algorithm: Event Count Data type: Axle sensors -Separate (Count) Profile: Filter time: Name: 18:00 Friday, July 14, 2006 => 20:00 Monday, July 17, 2006 Factory default profile Scheme: Count events divided by two. Units: In profile: Non metric (ft, mi, ft/s, mph, lb, ton) Events= 33420 / 33512 (99.73%) • Friday, July 14, 2006=2954 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 • Saturday, July 15, 2006=12820, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 47 17 19 13 18 60 186 323 446 537 833 1164 1321 13 4 9 3 1 10 33 59 76 113 180 303 . 300 12 3 4 2 4 10 38 65 106 95 184 268 332 12 7 3 4 6 14 53 95 134 161 214 254 335 10 3 3 4 7 26 62 104 130 168 255 339 354 1300 1400 1300 1400 1296 1206 353 298 307 304 323 275 313 32 9 AM Peak 1145 -1245 (1306), AM PHF:0.96 PM Peak 1215 -1315 (1374); PM PHF:0.97 • Sunday, July 16, 2006::9030, 15 minute drops 0000 010D D200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 63 30 21 14 18 49 113 212 327 525 676 775 812 817 843 14 10 4 6 1 5 20 35 71 110 161 185 198 195 246 15 3 6 2 4 13 25 43 79 130 157 198 205 207 217 18 9 1 3 6 6 33 70 81 137 181 179 195 207 219 16 8 10 3 7 25 35 64 96 148 177 213 214 208 161 AM Peak 1145 -1245 (811), AM PHF:0.95 PM Peak 1345 -1445 (890), PM PHF:0.90 * Monday, July 17, 2006::8616 (Incomplete), 15 minute drops 1500 1600 1700 1800 -1044 331 -276 -219 -218 1500 1600 1700 1800 1108 1005 892 887 271 270 246 226 317 299 230 211 256 212 218 235 264 224 198 185 1500 1600 1700 1800 741 711 643 587 209 190 160 156 189 181 163 155 172 155 167 131 171 185 153 145 1900 2000 953 · 492 197 · 209 236 117 261 103 259 63 1900 2000 591 393 165 125 139 105 149 79 138 84 1900 2000 493 284 135 105 134 58 105 64 119 57 2100 2200 2300 200 185 80 · ·s2 "62 ·18 52 43 18 49 45 25 47 35 19 2100 2200 2300 210 154 94 55 39 23 58 40 32 47 47 25 50 28 14 2100 2200 2300 131 81 64 46 23 18 35 24 17 20 17 12 30 17 17 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 26 11 7 7 10 70 510 1224 949 511 499 530 563 581 552 571 518 625 457 395 9 6 2 1 6 47 222 258 145 125 120 129 137 135 134 123 142 110 106 7 2 4 1 14 81 351 263 134 128 150 128 143 155 160 153 153 120 ·99 8 l 0 2 23 174 323 241 123 109 138 157 125 143 128 110 186 122 97 2 2 1 1 6 27 208 328 187 109 137 122 149 176 119 149 132 144 105 93 AM Peak 0715 -0815 (1260), AM PHF:0.90 -13 12 12 10 14 15 18 16 9 7 8 2 . 19708N-01 EventCount-532 Page 1 Traffic Data Service Southwest Event Counts 19708N-01 EventCount-532 --English (ENU) Datasets: Site: Input A: [19708N] Carlsbad Blvd Btwn Avenida Encinas & La Costa Avenue 1 -North bound. -Added to totals. (1) Input B: 0 -Unused or unknown. -Excluded from totals. (0) Survey Duration: "18:35 Friday, July i4, 2006 => "19:34 Monday, July 17, 2006 File: Identifier: F:\Traffic Data\MCData\RBF\2006\197\19708N18JUL2006.EC0 (Base) A558SE5V MC56-1 [MC55](c)Microcom 07/06/99 Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: Event Count Axle sensors -Separate (Count) 19:00 Friday, July 14, 2006 => 19:00 Monday, July 17, 2006 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events = 33240 / 33806 (98.33%) * Friday, July 14, 2006=2086 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 -768 231 -202 -161 -174 * Saturday, July 15, 2006=11480, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 76 49 27 12 17 64 202 384 608 668 752 799 807 854 890 827 870 845 752 635 21 13 4 6 7 8 35 82 141 153 172 197 177 197 212 194 216 211 180 168 27 7 8 2 2 13 33 78 133 155 186 215 263 217 252 180 219 221 200 164 16 17 10 2 2 18 52 110 179 192 188 183 182 219 215 214 217 215 186 147 12 12 5 2 6 25 82 114 155 168 206 204 185 221 211 239 218 198 186 156 AM Peak 1130-1230 (827), AM PHF:0.79 PM Peak 1330-1430 (904), PM PHF:0.90 * Sunday, July 16, 2006:11628, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 72 49 25 9 6 50 148 295 517 681 816 780 877 936 927 985 1041 1101 819 668 23 7 8 5 2 6 28 76 118 142 185 216 213 237 233 245 261 264 219 169 27 15 9 2 1 6 39 66 116 181 193 198 240 229 228 225 289 281 238 198 14 10 1 0 0 17 39 52 138 165 225 163 211 266 228 244 234 287 187 145 8 17 7 2 3 21 42 101 145 193 213 203 213 204 238 271 257 269 175 156 AM Peak 1145-1245 (867), AM PHF:0.90 PM Peak 1700-1800 (1101), PM PHF:0.96 * Monday, July 17, 2006=8045 (Incomplete) , 15 minute drops 2000 538 136 149 121 132 2000 573 167 157 134 115 2000 438 122 131 114 71 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 28 20 8 8 10 53 165 348 465 499 488 563 750 805 718 713 827 863 714 9 8 3 0 2 5 31 72 95 102 115 145 136 199 179 178 195 233 187 9 2 1 3 2 3 41 81 103 147 114 122 211 201 192 183 194 203 193 3 7 2 3 3 13 43 87 130 132 129 158 179 200 175 169 246 201 167 7 3 2 2 3 32 50 108 137 118 130 138 224 205 172 183 192 226 167 AM Peak 1145 • 1245 {664), AM PHF:0.79 2100 2200 2300 330 261 189 · · · 99 · 66 · 75 ·21 89 76 66 27 64 70 30 16 78 49 -18 12 2100 2200 2300 357 274 138 87 70 42 23 89 57 43 27 90 75 32 14 91 72 21 8 2100 2200 2300 216 106 66 68 31 20 9 47 31 14 9 43 27 18 3 58 17 14 7 2100 2200 2300 19708S-03 EventCount-533 Page 1 Traffic Data Service Southwest Event Counts 19708S-03 EventCount-533 --English (ENU) Datasets: Site: Input A: [19708S] Carlsbad Blvd Btwn Avenida Encinas & La Costa Avenue 3 -South bound. -Added to totals. (1) Input B: 0 -Unused or unknown. -Excluded from totals. (0) Survey Duration: 18:14 Friday, July 14, 2006 => 19:41 Monday, July 17, 2006 File: Identifier: F:\Traffic Data\MCData\RBF\2006\197\19708S18JUL2006.EC0 (Base) A5590GBV MC56-1 [MC55] (c)Microcom 07/06/99 Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: Event Count Axle sensors -Separate (Count) 19:00 Friday, July 14, 2006 => 19:00 Monday, July 17, 2006 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events = 40884 / 41952 (97.45%) * Friday, July 14, 2006=2331 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 -1179 255 -276 -332 =--316 * Saturday, July 15, 2006:16206, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 54 22 25 8 17 70 269 493 625 805 1089 1440 1580 1609 1435 1383 1175 1132 1124 756 16 5 9 3 5 9 42 101 134 153 253 348 408 418 375 345 292 335 276 197 15 5 2 2 5 18 63 97 121 176 242 373 369 404 373 382 334 293 293 172 12 7 8 3 3 13 72 138 189 208 271 327 395 395 328 311 293 269 300 202 11 5 6 0 4 30 92 157 181 268 323 392 408 392 359 345 256 235 255 185 AM Peak 1145 -1245 (1564), AM PHF:0.96 PM Peak 1230 -1330 (1625), PM PHF:0.97 * Sunday, July 16, 2006=12135, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 63 35 22 14 10 54 165 324 524 818 983 1063 1066 1040 1033 954 867 907 768 653 14 10 4 4 1 5 31 65 106 170 233 280 267 237 283 272 219 228 209 169 19 4 7 4 l. 13 44 77 119 226 211 273 285 286 293 218 225 241 179 170 16 12 2 2 6 10 43 85 148 220 254 248 236 255 261 237 193 226 201 157 14 9 9 4 2 26 47 97 151 202 285 262 278 262 196 227 230 212 179 157 AM Peak 1030 · 1130 (1092), AM PHF:0.96 PM Peak 1345 -1445 (1099), PM PHF:0.94 * Monday, July 17, 2006=10212 (Incomplete), 15 minute drops 2000 598 238 159 121 80 2000 533 166 147 119 101 2000 424 166 94 97 67 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 29 14 9 7 11 76 596 1443 1210. 641 647 689 712 699 712 704 653 767 593 8 4 4 2 1 8 59 247 316 189 169 159 157 155 200 158 150 172 153 9 6 2 2 1 14 99 404 321 158 147 183 175 182 185 199 178 193 145 7 1 2 1 3 25 196 385 322 165 164 190 198 163 160 163 157 217 153 5 3 1 2 6 29 242 407 251 129 167 157 182 199 167 184 168 185 142 AM Peak 0715 -0815 (1512), AM PHF:0.93 2100 2200 2300 248 213 93 78 64 23 16· 60 55 23 15 55 54 25 12 55 40 22 11 2100 2200 2300 261 187 114 72 44 28 14 64 47 36 19 68 55 28 16 57 41 22 14 2100 .2200 2300 178 101 69 69 29 21 8 42 33 22 9 36 21 9 7 31 18 17 5 2100 2200 2300 19713-08 VehicleCount-544 Page 1 Traffic Data Service Southwest Vehicle Counts 19713-08 VehicleCount-544 --English (ENU) Datasets: Site: [19713] Avenida Encinas E/O Ponto Dr Direction: 8 -East bound A>B, West bound B>A., Lane: 0 Survey Duration: File: Identifier: 2:36 Saturday, July 15, 2006 => 19:52 Monday, July 17, 2006 F:\Traffic Data\MCData\RBF\2006\ 197\1971318JUL2006.ECO (Plus) M272CHN1 MC56-6 [MC55] (c)Microcom 02/03/01 Algorithm: Factory default Data type: Axle sensors -Paired (Class/Speed/Count) Profile: Filter time: Included classes: 3:00 Saturday, July 15, 2006 => 19:00 Monday, July 17, 2006 1, 2, 3,4,5,6, 7,8,9, 10, 11, 1Z 13 Speed range: Direction: Separation: Name: Scheme: Units: In profile: 0 -100 mph. East (bound) All -(Headway) Factory default profile Vehicle classification (Scheme F99) Non metric (ft, mi, ft/s, mph, lb, ton) Vehicles= 5418 / 10588 (51.17%) * Saturday, July 15, 2006 -Total:1931 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 4 4 7 17 50 82 93 120 126 156 157 155 1 1 1 5 4 17 26 23 33 43 40 37 1 1 0 3 19 19 20 28 3·0 44 35 42 1 0 1 ;> 14 16 22 31 26 37 46 36 1 2 5 7 13 30 25 38 37 32 36 40 PM Peak 1545 -1645 (166), PM PHF=0.92 • Sunday, July 16, 2006 -Total=1990, 15 minute drops 1500 1600 1700 154 154 161 37 39 41 43 40 40 29 42 44 45 33 36 1800 145 45 39 31 30 1900 112 27 26 24 35 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 15 13 9 l 0 9 15 49 86 138 134 138 132 139 120 158 165 179 158 134 3 3 3 1 0 1 4 9 30 23 30 44 32 39 32 38 47 42 42 34 8 3 2 0 0 0 6 5 17 41 31 37 36 40 34 31 36 47 50 37 0 3 0 0 0 3 1 10 20 39 40 26 31 37 21 44 38 47 32 38 4 4 4 0 0 5 4 25 19 35 33 31 33 23 33 45 44 43 34 25 AM Peak 1030 -1130 (154), AM PHF:0.88 PM Peak 1730-1830 (182), PM PHF:0.91 2000 2100 2200 2300 99 67 43 25 32 17 11 8 30 16 7 11 12 21 8 3 25 13 17 3 2000 2100 2200 2300 104 59 23 12 21 26 4 3 31 9 5 3 33 8 10 19 16 4 2 • Monday, July 17, 2006 -Total:1497 (Incomplete), 15 minute drops 1900 2000 2100 2200 2300 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 11 6 0 3 6 8 19 44 80 93 85 114 134 130 128 140 162 187 147 7 1 0 1 2 1 6 10 23 27 27 31 31 36 34 31 41 55 30 3 1 0 2 0 l 3 6 12 19 24 28 42 28 31 37 36 41 47 1 4 0 0 0 2 5 10 22 23 18 31 32 29 30 36 45 38 28 0 0 0 0 4 4 5 18 23 24 16 24 29 37 33 36 40 53 42 AM Peak 1145 -1245 (129), AM PHF:0.77 3 8 0 4 7 3 1 0 19713-08 VehicleCount-543 Page 1 Traffic Data Service Southwest Vehicle Counts 19713-08 VehicleCount-543 --English (ENU) Datasets: Site: Direction: Survey Duration: File: Identifier: Algorithm: Data type: Profile: Filter time: Included classes: Speed range: Direction: Separation: Name: Scheme: Units: In profile: [19713] Avenida Encinas E/0 Ponto Dr 8 -East bound A>B, West bound B>A., Lane: 0 2:36 Saturday, July 15, 2006 => 19:52 Monday, July 17, 2006 F:\Traffic Data\MCData\RBF\2006\197\1971318JUL2006.EC0 (Plus) M272CHN1 MC56-6 [MC55] (c)Microcom 02/03/01 Factory default Axle sensors -Paired (Class/Speed/Count) 3:00 Saturday, July 15, 2006 => 19:00 Monday, July 17, 2006 1,2,3,4,5,6, 7,8,9, 10, 11, 12, 13 0 -100 mph. West (bound) All -(Headway) Factory default profile Vehicle classification (Scheme F99) Non metric (ft, mi, ft/s, mph, lb, ton) Vehicles= 5002 / 10588 (47.24%) * Saturday, July 15, 2006 -Total:1860 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 0 10 10 26 60 87 126 109 165 156 183 139 169 114 142 122 120 60 26 22 14 0 2 1 0 12 24 24 23 43 49 31 48 42 30 37 38 25 23 7 6 4 0 0 4 17 12 19 22 21 42 32 49 31 47 36 40 27 28 20 4 6 5 0 5 3 4 18 21 31 32 43 38 61 28 45 21 22 31 27 8 10 6 2 0 3 2 5 18 23 49 33 37 37 42 32 35 27 43 26 40 9 5 4 3 PM Peak 1315 · 1415 {200), PM PHF:0.82 * Sunday, July 16, 2006 -Total:1549, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 7 5 1 1 4 5 25 51 75 141 121 159 139 127 87 107 88 114 84 81 79 31 11 6 2 0 0 0 0 1 6 11 11 16 31 52 32 36 24 29 22 28 28 21 30 16 4 0 2 0 0 0 1 1 3 9 16 57 23 41 43 30 24 23 26 35 15 26 20 5 4 5 3 0 l 2 9 16 24 35 20 30 30 23 19 27 22 24 24 18 17 6 2 1 2 2 0 1 2 1 7 15 24 33 47 36 34 38 20 28 18 27 17 16 12 4 1 0 AM Peak 1045 -1145 (170), AM PHF=0.82 PM Peak 1215 -1315 (143), PM PHF=0.83 * Monday, July 17, 2006 -Total:1593 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 3 2 2 3 6 17 75 190 200 123 114 117 123 105 91 98 132 100 92 0 0 0 0 1 1 13 30 48 33 35 27 32 19 35 18 27 18 23 2 2 0 0 1 3 18 50 65 31 21 31 33 29 17 22 33 31 20 0 2 6 18 47 51 32 35 28 32 25 15 24 34 26 28 0 0 0 2 3 7 26 63 36 27 23 31 26 32 24 34 38 25 21 AM Peak 0745 -0B45 (227), AM PHF=0.87 2 2 1 2 0 2 1 0 19701 E-02 EventCount-516 Page 1 Traffic Data Service Southwest Event Counts 19701 E-02 EventCount-516 --English (ENU) Datasets: Site: Input A: [19701 E] Palomar Airport Rd Btwn Carlsbad Blvd & Avenida Encinas 2 -East bound. -Added to totals. (1) Input B: 0 -Unused or unknown. -Excluded from totals. (0) Survey Duration: 13:07 Friday, July 14, 2006 => 20:53 Monday, July 17, 2006 File: Identifier: F:\Traffic Data\MCData\RBF\2006\ 197\ 19701E18JUL2006.ECO (Plus) M432HARN MC56-6 [MC55] (c)Microcom 02/03/01 Algorithm: Event Count Data type: Axle sensors -Separate (Count) Profile: Filter time: Name: 14:00 Friday, July 14, 2006 => 20:00 Monday, July 17, 2006 Factory default profile Scheme: Count events divided by two. Units: In profile: Non metric (ft, mi, ft/s, mph, lb, ton) Events= 21609 / 22058 (97.96%) * Friday, July 14, 2006=4923 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 * Saturday, July 15, 2006=6235, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 51 22 17 14 13 31 82 133 250 334 339 445 450 14 6 4 3 4 2 16 18 48 67 76 110 110 19 6 4 4 3 9 14 42 67 85 72 116 102 11 5 6 2 4 10 23 37 63 93 107 116 126 7 5 3 5 2 10 29 36 72 89 84 103 112 AM Peak 1100-1200 (445), AM PHF:c0.96 PM Peak 1700-1800 (515), PM PHF=0.96 • Sunday, July 16, 2006:5553, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 65 32 23 5 18 22 47 117 203 307 395 419 448 26 9 4 1 1 10 19 35 71 95 93 108 12 8 9 2 4 6 9 31 49 61 104 112 116 11 8 8 0 4 5 11 32 53 80 90 95 133 16 7 2 2 6 10 17 35 66 95 106 119 91 AM Peak 1145-1245 (476), AM PHF:c0.89 PM Peak 1615-1715 (465), PM PHF=0.90 * Monday, July 17, 2006:4897 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 16 14 8 5 14 64 182 342 313 303 292 320 547 6 6 0 3 1 5 31 73 72 59 82 64 126 1 3 2 1 3 12 38 77 83 86 68 84 131 5 4 5 0 6 13 58 94 86 77 70 84 132 4 1 1 1 4 34 55 98 72 81 72 88 158 AM Peak 1145-1245 (477), AM PHF=0.90 l.300 1400 1500 1600 1700 -529 651 1115 999 139 127 276 230 -138 131 295 262 -128 131 277 254 -124 262 267 253 1300 1400 1500 1600 1700 504 468 490 432 515 128 113 133 111 130 114 109 111 116 126 121 108 126 94 134 141 138 120 111 125 1300 1400 1500 1600 1700 429 427 448 447 432 99 100 110 111 129 10 4 116 111 114 109 117 119 113 122 99 109 92 114 100 95 1300 1400 1500 1600 1700 434 379 342 360 367 103 82 80 89 94 100 108 89 81 101 127 100 83 106 85 104 89 90 84 87 1800 1900 436 403 ·14 9 119 93 108 127 85 67 91 1800 1900 442 386 102 96 121 99 117 82 102 109 1800 1900 366 341 86 94 98 79 91 82 91 86 1800 1900 301 294 85 66 73 86 76 70 67 72 2000 399 · 132 100 82 85 2000 403 147 120 77 59 2000 293 108 64 61 60 2000 2100 2200 2300 188 130 73 . _ ·61 31 30 14 55 37 22 19 38 35 12 11 34 27 9 7 2100 2200 2300 179 138 97 55 34 31 26 39 43 26 12 38 29 21 11 47 32 19 16 2100 2200 2300 149 66 54 42 16 18 6 43 27 12 1 35 9 11 5 29 14 13 2100 2200 2300 --t-WE::Ek'E:0b ADT I \1 _________________ / 19701 W-04 EventCount-517 Page 1 Traffic Data Service Southwest Event Counts 19701W-04 EventCount-517 --English (ENU) Datasets: Site: Input A: Input B: Survey Duration: File: Identifier: Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: [19701W] Palomar Airport Rd Btwn Carlsbad Blvd & Avenida Encinas 4-West bound. -Added to totals. (1) 0 -Unused or unknown. -Excluded from totals. (0) 13:05 Friday, July 14, 2006 => 20:49 Monday, July 17, 2006 F:\Traffic Data\MCData\RBF\2006\197\19701W18JUL2006.EC0 (Plus) M2869KMY MC56-6 [MC55] (c)Microcom 02/03/01 Event Count Axle sensors -Separate (Count) 14:00 Friday, July 14, 2006 => 20:00 Monday, July 17, 2006 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events= 23102 I 23551 (98.09%) • Friday, July 14, 2006=5030 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 -748 885 747 819 556 586 336 181 109 63 -· 173 220 188 211 · 163 · 112 141 49 · 36 28 - -190 243 165 238 179 117 78 54 29 13 -196 212 184 202 107 199 67 38 25 16 -189 210 210 168 107 158 50 40 19 6 • Saturday, July 15, 2006=7191, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 40 27 10 11 12 33 118 197 241 298 421 544 620 638 657 703 579 480 506 376 298 153 137 92 8 7 4 4 2 3 22 42 44 56 96 137 148 168 158 173 182 114 121 94 83 44 29 19 11 7 3 2 1 8 19 54 52 84 86 130 133 170 165 164 142 131 165 79 73 38 32 28 7 7 2 4 6 27 47 67 75 101 142 148 166 166 170 129 122 132 100 73 34 43 20 14 6 2 3 5 16 50 54 78 83 138 135 191 134 168 196 126 113 88 103 69 37 33 25 AM Peak 1145 -1245 (564), AM PHF:0.95 PM Peak 1515-1615 (712), PM PHF:0.91 • Sunday, July 16, 2006=5400, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 46 18 27 6 15 38 105 155 228 271 403 404 475 489 478 424 423 338 392 292 152 107 71 43 14 2 9 1 2 8 16 35 48 66 96 95 122 131 120 125 103 86 81 81 49 36 29 13 16 7 1 6 9 29 41 66 70 105 114 119 136 117 114 118 93 111 71 38 26 19 14 10 7 1 3 8 29 37 62 76 98 96 115 107 127 75 108 76 104 75 33 21 11 9 6 2 8 3 4 13 31 42 52 59 104 99 119 115 114 110 94 83 96 65 32 24 12 7 AM Peak 1145-1245 (455), AM PHF:0.93 PM Peak 1230 -1330 (501), PM PHF:0.92 • Monday, July 17, 2006=5481 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 24 10 7 8 30 192 392 292 253 273 366 460 406 420 469 471 608 412 384 10 3 1 2 2 21 73 83 52 61 100 90 117 105 108 125 157 113 103 2 3 0 2 5 37 109 64 64 62 94 125 93 115 101 124 158 104 114 7 3 2 3 10 53 121 63 64 65 89 126 91 92 112 101 176 99 93 5 1 1 4 1 13 81 89 82 73 85 83 119 105 108 14 8 121 117 96 74 - AM Peak 1145 -1245 (424), AM PHF=0.84 8 . 11 7 14 14 16 10 6 10 2 7 5 19702E-02 EventCount-518 Page 1 Traffic Data Service Southwest Event Counts 19702E-02 EventCount-518 --English (ENU) Datasets: Site: Input A: [19702E] Palomar Airport Rd Btwn Paseo Del Norte & Armada Dr 2 -East bound. -Added to totals. (1) Input B: 0 -Unused or unknown. -Excluded from totals. (0) Survey Duration: 11 :45 Friday, July 14, 2006 => 21 :34 Monday, July 17, 2006 File: Identifier: F:\Traffic Data\MCData\RBF\2006\ 197\ 19702E18JUL2006.EC0 (Plus) M296R70D MC56-6 [MC55] (c)Microcom 02/03/01 Algorithm: Event Count Data type: Axle sensors -Separate (Count) Profile: Filter time: Name: 12:00 Friday, July 14, 2006 => 14:00 Monday, July 17, 2006 Factory default profile Scheme: Count events divided by two. Units: In profile: Non metric (ft, mi, ft/s, mph, lb, ton) Events = 61659 / 62029 (99.40%) • Friday, July 14, 2006:15552 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 -2188 533 -513 -558 -584 PM Peak 1245 -1345 {2260), PM PHF=0.97 • Saturday, July 15, 2006:18570, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 194 140 101 77 97 202 405 532 77 0 1162 1354 1426 1535 53 38 26 19 19 31 87 106 161 225 307 333 358 57 41 36 13 19 32 68 108 189 302 34 7 343 377 38 38 20 15 29 61 111 179 187 311 352 393 374 46 23 19 30 30 78 139 139 233 32 4 348 357 426 1300 2231 558 554 564 555 1300 1424 359 344 347 374 AM Peak 1130 -1230 (1485), AM PHF:0.94 PM Peak 1215 -1315 (1536), PM PHF:0.90 • Sunday, July 16, 2006=14718, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 187 124 93 54 60 97 156 338 492 756 1153 1303 1267 1293 56 40 31 15 10 16 23 58. 102 134 282 337 312 324 41 21 24 17 10 15 30 64 122 171 306 323 332 299 52 25 19 13 n 25 39 108 132 167 270 310 325 330 38 38 19 9 23 41 64 108 136 284 295 333 2 98 340 AM Peak 1100-1200 (1303), AM PHF:0.97 PM Peak 1330 -1430 (1300), PM PHF:0.94 • Monday, July 17, 2006=12819 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 116 56 54 85 185 502 1029 1682 1709 1521 1277 1399 1582 1622 42 16 10 15 20 63 172 311 445' 381 367 313 393 430 36 8 12 15 23 73 226 358 428 388 295 350 365 411 19 18 20 17 75 139 266 435 424 353 295 384 388 403 19 14 12 38 67 227 365 578 412 399 320 352 436 378 AM Peak 0730 -0830 (1886), AM PHF:0.82 1400 1500 1600 1700 1756 1599 1371 1562 ·450 419 -· 348 390 456 401 329 387 442 384 356 397 408 395 338 388 1400 1500 1600 1700 1366 1418 1307 1173 343 342 347 316 312 357 328 301 355 358 344 280 356 3 61 288 276 1400 1500 1600 1700 1223 1147 1094 1002 283 278 266 267 347 295 245 283 300 298 278 244 293 276 305 208 1400 1500 1600 1700 1800 1900 1300 1165 400 -295 332 310 264 275 304 285 1800 1900 982 816 248 233 268 207 238 177 228 199 1800 1900 685 601 190 170 156 134 185 140 154 157 1800 1900 2000 2100 2200 2300 967 635 441 337 310 186 ·115 109 53 252 181 111 89 57 209 128 112 88 38 196 140 103 51 46 2000 2100 2200 2300 799 536 447 307 219 158 129 88 56 228 120 100 103 41 171 138 105 57 52 181 120 113 59 38 2000 2100 2200 2300 606 467 320 200 168 139 89 66 42 175 113 100 53 36 139 106 60 49 19 124 109 71 32 19 2000 2100 2200 2300 19702W-04 EventCount-519 Page 1 Traffic Data Service Southwest Event Counts 19702W-04 EventCount-519 --English (ENU) Datasets: Site: Input A: Input 8: Survey Duration: File: Identifier: Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: [19702W] Palomar Airport Rd Btwn Paseo Del Norte & Armada Dr 4 -West bound. -Added to totals. (1) 0 -Unused or unknown. -Excluded from totals. (0) 12:07 Friday, July 14, 2006 => 21 :49 Monday, July 17, 2006 F:\Traffic Data\MCData\RBF\2006\ 197\ 19702W 18JUL2006.EC0 (Plus) M508KRAN MC56-6 [MC55] (c)Microcom 02/03/01 Event Count Axle sensors -Separate (Count) 13:00 Friday, July 14, 2006 => 21 :00 Monday, July 17, 2006 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, /b, ton) Events= 74896 / 76816 (97.50%) • Friday, July 14, 2006=16044 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 -2174 2294 2091 2287 -·•516 ·SOS·· 503 588 -537 592 517 534 -539 605 567 571 -522 592 504 594 • Saturday, July 15, 2006=18065, 15 minute drops 1700 1800_ 1900 2293 _15_8_3 1206 631 453 30G 614 384 335 558 405 297 490 336 268 2000 2100 2200 951 552 367 ·250 ·165 · · 98 268 144 113 241 132 84 192 111 72 2300 246 109 60 45 32 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 138 75 61 44 101 164 359 537 843 1045 1391 1491 1528 1433 1374 1317 1334 45 26 16 12 18 40 73 119 157 243 .330 351 430 365 326 338 338 37 14 17 12 20 46 70 118 189 255 327 400 379 344 342 329 316 27 23 12 10 24 29 86 143 229 257 339 394 364 402 376 345 326 29 12 16 10 39 49 130 157 268 290 395 346 355 322 330 305 354 AM Peak 1115 -1215 (1570), AM PHF:0.91 PM Peak 1200 -1300 (1528), PM PHF:0.89 • Sunday, July 16, 2006=15218, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 118 77 46 40 70 107 224 366 542 771 1173 1278 1394 1299 1298 1183 1189 28 25 15 8 12 20 42 68 128 148 252 324 339 336 321 296 294 35 18 7 9 16 29 47 83 138 187 269 307 388 325 324 297 314 29 16 13 14 23 25 63 108 144 202 329 328 342 329 331 292 308 26 18 11 9 19 · 33 72 107 132 234 323 319 325 309 322 298 273 AM Peak 1145-1245 {1388), AM PHF:0.89 PM Peak 1200 -1300 (1394), PM PHF:0.90 * Monday, July 17, 2006=25569 (Incomplete), 15 minute drops 1241 1167 308 343 331 326 304 27 6 298 222 1700 1179 307 305 277 290 1800 969 266 270 248 185 792 649 435 327 219 197 159 133 90 67 222 172 105 91 51 185 169 103 77 59 188 149 94 69 42 1900 630 180 164 152 134 2000 557 166 133 125 133 2100 351 89 84 101 77 2200 222 62 63 56 41 2300 135 33 45 33 24 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000·2100 2200 2300 73 37 47 44 110 369 793 943 1100 1254 1525 1966 2249 1968 2140 2239 2319 2785 1749 1095 764 13 4 10 7 19 65 171 244 270 288 297 442 580 493 521 500 585 701 504 314 225 18 10 9 10 16 87 174 208 290 305 390 464 553 534 502 531 558 813 495 293 174 23 18 19 17 40 90 227 225 259 298 387 512 578 476 519 617 595 683 406 223 189 19 5 9 10 35 127 221 266 281 363 451 548 538 465 598 591 581 588 344 265 176 AM Peak 1145 -1245 (2259), AM PHF:0.97 · · 4 s· 37 27 29 28 35 29 26 13 18 23 19 19703E-02 EventCount-520 Page 1 Traffic Data Service Southwest Event Counts 19703E-02 EventCount-520 --English (ENU) Datasets: Site: Input A: [19703E] Palomar Airport Road Btwn College Ave & Camino Vida Roble 2 -East bound, A hit first. -Added to totals. (1) Input B: 0 -Unused or unknown. -Excluded from totals. (0) Survey Duration: 13:49 Friday, July 14, 2006 => 22:11 Monday, July 17, 2006 File: Identifier: F:\Traftic Data\MCData\RBF\2006\ 197\ 19703E18JUL2006.EC0 (Plus) A6483S3X MC56-1 [MCSS] (c)Microcom 07/06/99 Algorithm: Event Count Data type: Axle sensors -Paired (Class/Speed/Count) Profile: Filter time: Name: 14:00 Friday, July 14, 2006 => 22:00 Monday, July 17, 2006 Factory default profile Scheme: Count events divided by two. Units: In profile: Non metric (ft, mi, ft/s, mph, lb, ton) Events = 46002 / 46029 (99.94%) * Friday, July 14, 2006:7530 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 • Saturday, July 15, 2006=11662, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 155 118 87 45 71 139 247 378 517 618 686 762 819 46 36 22 16 14 24 64 82 111 140 142 171 172 43 37 33 8 13 25 52 81 128 156 179 166 202 28 28 14 5 24 40 63 121 132 169 203 205 231 38 17 18 16 20 50 68 94 146 153 162 220 214 AM Peak 1145 -1245 (825), AM PHF:0.89 PM Peak 1430 -1530 (896), PM PHF:0.90 * Sunday, July 16, 2006:9269, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 143 97 73 41 33 63 97 201-297 373 479 631 657 45 34 27 14 9 9 17 41 54 72 103 170 145 33 18 20 JO 7 16 17 41 75 74 116 153 185 36 19 12 11 6 7 31 62 77 101 123 159 165 29 26 14 6 11 31 32 63 91 126 137 149 162 AM Peak 1145 -1245 (644), AM PHF:0.87 PM Peak 1630 -1730 (731), PM PHF:0.91 * Monday, July 17, 2006:17539 {Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 84 49 41 39 112 492 949 1610 1605 1266 992 995 1227 29 11 8 11 15 59 158 287' 439 349 263 193 294 20 9 6 11 14 80 190 350 393 307 251 275 287 19 20 14 6 35 150 283 421 401 326 241 253 315 16 9 13 11 48 203 318 552 372 284 237 274 331 AM Peak 0730 -0830 (1805), AM PHF:0.82 1300 1400 1500 1600 1700 -628 1195 1048 1118 . 0-288 297 -308 25 317 225 293 -305 287 272 273 -298 303 254 244 1300 1400 1500 1600 1700 772 879 819 846 762 185 200 213 203 209 183 191 195 221 167 202 250 177 235 196 202 238 234 187 190 1300 1400 1500 1600 1700 729 693 712 701 656 170 156 180 160 173 184 175 178 167 184 187 180 183 174 147 188 182 171 200 152 1300 1400 1500 1600 1700 1225 1209 977 1071 1107 331 353 261 290 301 325 290 252 252 291 332 308 221 256 252 237 258 243 273 263 1800 1900 862 750 242 182 230 191 189 175 201 202 1800 1900 727 581 173 166 217 136 179 145 158 134 1800 1900 612 550 157 156 143 130 171 121 141 143 1800 1900 800 637 237 157 193 180 217 153 153 147 2000 759 181 217 183 178 2000 · 637 162 183 142 150 2000 599 158 180 136 125 2000 647 182 164 159 142 2100 2200 2300 535 349 286 136 100 .. · 88 46· 178 83 77 43 108 85 80 28 113 81 41 38 2100 2200 2300 412 345 240 119 94 78 45 93 82 70 33 93 82 41 36 107 87 51 29 2100 2200 2300 400 259 167 123 71 49 29 llO 80 46 20 80 53 42 19 87 55 30 16 2100 2200 2300 405 116 104 96 89 19703W-04 EventCount-521 Page 1 Traffic Data Service Southwest Event Counts 19703W-04 EventCount-521 --English (ENU) Datasets: Site: Input A: [19703W] Palomar Airport Road Btwn College Ave & Camino Vida Roble 4 -West bound, A hit first. -Added to totals. (1) Input B: 0 -Unused or unknown. -Excluded from totals. (0) Survey Duration: 13:53 Friday, July 14, 2006 => 22:07 Monday, July 17, 2006 File:· Identifier: F:\Traffic Data\MCData\RBF\2006\ 197\ 19703W18JUL2006.EC0 (Plus) M427JV36 MC56-6 [MC55] (c)Microcom 02/03/01 Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: Event Count Axle sensors -Paired (Class/Speed/Count) 14:00 Friday, July 14, 2006 => 22:00 Monday, July 17, 2006 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events= 47523 / 47534 (99.98%) • Friday, July 14, 2006=8481 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 -_824 _1473 1625 1659 . 979 o· ··335 · 414" · 497 256 0 372 359 421 277 -386 410 435 391 270 -438 355 417 350 176 • Saturday, July 15, 2006=11532, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 llOO 1200 1300 1400 1500 1600 1700 1800 93 51. 54 49 95 153 300 406 595 811 895 991 958 879 921 792 771. 694 515 24 15 13 9 19 34 ·64 85 111 181 227 254 237 245 215 200 212 182 138 23 6 15 13 27 38 64 101 137 202 214 245 241. 209 242 193 184 183 139 26 19 JO 12 20 36 68 123 160 206 220 257 250 204 243 216 195 171 122 20 11 16 15 29 45 104 97 187 222 234 235 230 221 221 183 180 158 116 AM Peak 1100 -1200 (991), AM PHF=0.96 PM Peak 1215 -1315 (966), PM PHF=0.97 • Sunday, July 16, 2006=9230, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 87 49 34 36 69 100 153 263 359 584 784 806 898 776 743 660 625 563 495 23 11 10 10 11 16 33 47 75 133 189 189 239 200 200 167 151 169 142 29 16 5 6 17-23 23 68 95 126 181 215 226 203 172 171 175 150 124 19 13 9 11 19·· 28 47 64 103 137 215 196 224 201 220 168 158 123 136 16 9 10 9 22 33 50 84 86 188 199 206 209 172 151 154 141 121 93 AM Peak 1145 -1245 (895), AM PHF=0.94 PM Peak 1200 -1300 (898), PM PHF:0.94 • Monday, July 17, 2006=18278 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 C500 0600 0700 0800. 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 63 25 33 55 98 368 763 879 1034 1008 1102 1374 1496 1380 1332 1494 1588 1878 1067 13 3 10 11 19 57 135 215 266 225 274 300 394 356 329 371 408 552 348 15 6 7 12 15 71 177 192 270 263 270 365 383 411 311 371 359 499 296 18 11 10 14 31 99 219 229 217 245 268 355 352 271 369 410 440 416 235 17 5 6 18 33 141 232 243 281 275 290 354 367 342 323 342 381 411 188 AM Peak 1130 -1230 (1486), AM PHF=0.94 1900 .. 701 186 169 165 181 1900 436 107 116 116 97 1900 357 107 104 69 77 1900 608 190 148 128 142 2000 432. 132· 123 95 82 2000 372 97 92 90 93 2000 308 74 77 70 87 2000 352 100 83 84 85 2100 2200 2300 327 272 189 102· 74 -77 ···2 4 81 78 49 23 86 73 32 26 58 47 31 20 2100 2200 2300 276 246 1.7 9 84 66 51 23 55 71 37 29 70 57 54 19 67 52 37 16 2100 2200 2300 220 ·162 99 62 47 21 13 60 50 37 15 59 -31 25 18 39 34 16 17 2100 2200 2300 281 83 64 81 53 19704E-02 EventCount-525 Page 1 Traffic Data Service Southwest Event Counts 19704E-02 EventCount-525 --English (ENU) Datasets: Site: Input A: Input B: Survey Duration: [19704E] Palomar Airport Rd Btwn El Camino Real & EI Fuerte 2 -East bound. -Added to totals. (1) 0 -Unused or unknown. -Excluded from totals. (0) 15:12 Friday, July 14, 2006 => 22:30 Monday, July 17, 2006 File: Identifier: F:\Traffic Data\MCData\RBF\2006\ 197\ 19704E18JUL2006.EC0 (Plus) M79303MC MC56-6 [MC55] (c)Microcom 02/03/01 Algorithm: Event Count Data type: Axle sensors -Separate (Count) Profile: Filter time: Name: 16:00 Friday, July 14, 2006 => 22:00 Monday, July 17, 2006 Factory default profile Scheme: Count events divided by two. Units: In profile: Non metric (ft, mi, fVs, mph, lb, ton) Events = 57992 / 59125 (98.08%) * Friday, July 14, 2006=9779 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 * Saturday, July 15, 2006:14235, 15 minute drops 0000 0100 0200 0300 0400 0500· 0600 0100 0800 0900 1000 1100 1200 283 165 113 58 97 173 282 410 546 684 802 924 1036 113 63 43 17 14 28 66 82 109 161 188 213 243 65 36 31 13 21 23 68 84 132 180 192 233 283 67 37 24 16 32 58 74 120 136 164 215 220 284 38 29 15 12 30 64 74 124 169 179 207 258 226 1300 1400· 1500 1600 1700 -2238 2302 -· ·560 ·660 -569 625 -605 564 -504 453 1300 1400 1500 1600 1700 951 1077 1017 1062 985 229 232 259 285 277 227 269 249 235 218 239 306 239 251 247 256 270 270 291 243 AM Peak 1145 -1245 (1068); AM PHF:0.94 PM Peak 1415 -1515 (1104), PM PHF:0.90 * Sunday, July 16, 2006=11154, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 181 107 80 52 48 64 151 217 343 443 577 736 805 859 853 852 835 869 64 35 29 17 10 11 31 38 64 97 128 199 192 188 189 205 205 249 34 24 17 11 9 11 29 58 60 94 166 161 202 209 207 232 195 206 47 24 21 15 13 12 40 39 100 112 131 206 224 236 232 193 213 216 36 24 13 9 16 30 51 82 119 140 152 170 187 226 225 222 222 198 AM Peak 1145-1245 (788), AM PHF=0.88 PM Peak 1430 -1530 (894), PM PHF:0.96 * Monday, July 17, 2006=22824 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 112 56 ~2 46 130 569 914 1360 1292 1150 1097 1188 1351 1392 1751 1799 2257 2395 36 12 8 B 19 58 159 303 331 300 279 283 327 354 358 478 586 635 31 15 6 12 14 109 193 317 316 310 263 282 350 340 380 386 504 665 23 21 12 7 35 lH 247 334 32 9 250 265 321 305 360 463 494 577 534 22 8 16 19 62 228 315 406 316 290 290 302 369 338 550 441 590 561 AM Peak 0715 -0815 (1388), AM PHF:0.85 1800 1900 1572 1086 499 2 95 426 275 328 244 319 272 1800 1900 907 734 213 208 245 194 222 156 227 176 1800 1900 752 661 187 173 171 172 193 141 201 175 1800 1900 1600 968 510 278 400 273 378 227 312 190 2000 2100 2200 2300 917. 743 523 398 -244 -197 145 122 ·113 · 220 205 126 101 65 248 190 125 104 67 205 151 127 71 38 2000 2100 2200 2300 694 508 425 302 187 131 111 101 64 177 121 105 71 34 162 123 98 64 47 168 133 111 66 36 2000 2100 2200 2300 688 491 283 207 161 129 76 78 36 181 128 78 47 31 191 129 71 50 23 155 105 58 32 22 2000 2100 2200 2300 776 579 22 6 158 193 161 186 130 171 130 19704W-04 EventCount-524 Page 1 Traffic Data Service Southwest Event Counts 19704W-04 EventCount-524 --English (ENU) Datasets: Site: Input A: Input B: Survey Duration: File: Identifier: Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: [19704WJ Palomar Airport Rd Btwn El Camino Real & El Fuerte 4 -West bound. -Added to totals. (1) 0 -Unused or unknown. -Excluded from totals. (0) 15:16 Friday, July 14, 2006 "'> 22:24 Monday, July 17, 2006 F:\Tratfic Data\MCData\RBF\2006\ 197\19704W18JUL2006.EC0 (Plus) M2909VVJ MC56-6 [MC55] (c)Microcom 02/03/01 Event Count Axle sensors -Separate (Count) 16:00 Friday, July 14, 2006 => 22:00 Monday, July 17, 2006 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events = 59621 / 59971 (99.42%) * Friday, July 14, 2006:7025 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 -1837 1768 1000 736 569 459 520 .. "286 · 181· 152 -435 487 269 170 146 -450 421 238 199 134 -493 340 207 180 137 • Saturday, July 15, 2006=14626, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 157 84 72 84 164 335 487 718 891 1050 1115 1112 1047 1067 1048 935 880 817 616 553 450 44 28 24 16 24 51 BO 155 195 243 279 262 273 292 226 214 237 209 151 158 121 39 16 21 19 31 77 102 153 184 243 246 307 252 259 285 227 204 223 162 147 111 36 23 12 22 33 87 124 202 243 259 302 276 278 268 275 264 239 197 152 130 118 38 17 15 27 76 120 181 208 269 305 288 267 244 248 262 230 200 188 151 118 100 AM Peak 1030 -1130 (1159), AM PHF:0.94 PM Peak 1230-1330 (1073), PM PHF:0.92 • Sunday, July 16, 2006=11360, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 llOO 1200 1300 1400 1500 1600 1700 1800 1900 2000 172 82 60 51 84 153 255 410 520 754 924 913 1027 874 882 754 751 673 568 423 394 44 25 18 8 6 25 38 84 110 181 215 228 243 227 248 214 200 197 151 113 90 44 29 13 14 19 26 56 96 137 168 231 225 241 233 224 167 177 166 160 95 BB 39 12 11 16 22 46 67 103 127 177 242 212 288 217 217 188 195 154 130 108 -108 45 16 18 13 37 56 94 127 146 228 236 248 255 197 193 185 179 156 127 107 108 AM Peak 1145 -1245 (1020), AM PHF:0.89 PM Peak 1200 -1300 (1027), PM PHF:0.89 * Monday, July 17, 2006=26610 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1100·1900 1900 2000 104 44 43 94 376 1020 2146 2890 2682 1750 1431 1455 1597 1486 1585 1736 1786 1880 1099 608 423 26 12 10 10 30 120 353 617 732 473 380 324 416 400 384 437 502 553 339 167 117 29 17 14 22 54 197 511 730 719 428 335 363 356 409 319 433 378 517 294 164 89 31 9 7 20 112 278 562 757 695 455 346 349 392 315 440 511 483 432 248 126 105 18 6 12 42 180 425 720 786 536 394 370 119 433 362 442 355 423 378 218 151 112 AM Peak 0715 · 1)815 (3005), AM PHF=0.96 2100 2200 2300 451 391 273 -126 110 120 4 4- 107 116 64 39 123 87 47 36 95 78 42 3B 2100 2200 2300 391 338 215 116 98 52 44 92 90 70 44 96 79 50 39 87 71 43 45 2100 2200 2300 324 188 124 94 so 45 26 88 54 34 29 78 43 24 31 64 41 21 18 2100 2200 2300 375 104 96 99 76 19705-01 EventCount-526 Page 1 Traffic Data Service Southwest Event Counts 19705-01 EventCount-526 --English (ENU) . Datasets: Site: Input A: Input B: Survey Duration: File: Identifier: Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: [19705] El Camino Real Btwn Camino Vida Roble & Cassia Rd 1 -North bound. -Added to totals. (1) 3 -South bound. -Excluded from totals. (0) 14:58 Friday, July 14, 2006 => 15:04 Monday, July 17, 2006 F:\Traffic Data\MCData\RBF\2006\197\1970517JUL2006.EC0 (Plus) M144ME75 MC56-6 [MC55J (c)Microcom 02/03/01 Event Count Axle sensors -Separate (Count) 15:00 Friday, July 14, 2006 => 15:00 Monday, July 17, 2006 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events = 68299 / 68533 (99.66%) * Friday, July 14, 2006:6135 (lhcomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600·0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 -1064 1246 1081 801 581 466 428 288 -220 ·348 ·281· 220 163 121 106 · ·-91 -241 329 274 223 149 109 132 76 -302 293 271 199 115 104 "86 54 -301 276 255 159 154 132 104 67 * Saturday, July 15, 2006:9925, 15 minute drops 1000 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 133 79 61 42 49 96 172 373 477 671 749 725 701 723 704 727 653 634 538 436 400 314 273 44 21 17 5 5 19 36 61 118 162 181 170 180 148 148 209 163 188 135 115 106 92 88 33 14 12 15 12 13 32 84 98 148 189 17 6 167 192 210 170 173 158 134 118 85 67 73 33 20 18 14 20 34 50 101 131 159 203 184 189 201 158 168 175 148 134 111 116 72 57 23 24 14 8 12 30 54 127 130 202 176 195 165 182 188 180 142 140 135 92 93 83 55 AM Peak 0945 · 1045 (775), AM PHF=0.95 PM Peak 1415 -1515 (765), PM PHF:0.91 • Sunday, July 16, 2006=7862, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 141 69 41 25 40 61 87 187 304 409 548 586 617 631 650 590 609 573 477 357 309 250 182 48 27 7 8 3 15 21 34 50 llO ll2 123 155 144 153 158 139 149 130 96 87 73 60 31 19 8 8 15 12 23 53 62 82 144 134 153 172 151 142 150 140 118 91 81 57 39 35 15 18 1 8 20 19 44 85 98 134 187 151 146 195 154 150 146 104 82 71 74 48 27 8 8 8 14 14 24 56 107 119 158 142 158 169 151 136 170 138 125 88 70 46 35 AM Peak 1130 -1230 (637), AM PHF:0.85 PM Peak 1345 -1445 (668), PM PHF:0.86 * Monday, July 17, 2006=9463 (Incomplete), 15 minute drops. 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 74 44 28 30 64 218 501 1146 1271 964 811 864 1238 1219 991 18 19 10 6 8 30 78 221 360 273 222 211 216 384 277 26 11 5 7 10 56 97 228 280 232 214 195 334 291 251 19 7 6 3 15 44 141 291 322 257 210 221 333 319 244 11 7 7 14 31 88 185 406 309 202 165 237 355 225 219 AM Peak 0745 -0845 (1368), AM PHF:0.84 2300 180 · 4 I -44 45 33 48 33 40 23 2300 195 59 48 61 31 34 35 41 27 2300 119 44 18 24 26 33 19 18 11 2300 19705-01 EventCount-527 Page-1 · · Traffic Data Service Southwest Event Counts 19705-01 EventCount-527 --English (ENU) Datasets: Site: Input A: Input B: Survey Duration: File: Identifier: Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: [19705] El Camino Real Btwn Camino Vida Roble & Cassia Rd 1 -North bound: -Excluded from totals. (0) 3 -South bound. -Added to totals. (1) 14:58 Friday, July 14, 2006 => 15:04 Monday, July 17, 2006 F:\Traffic Data\MCData\RBF\2006\197\1970517JUL2006.EC0 (Plus) M144ME75 MC56-6 [MC55] (c)Microcom 02/03/01 Event Count Axle sensors -Separate (Count) 15:00 Friday, July 14, 2006 => 15:00 Monday, July 17, 2006 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events = 68299 / 68533 (99.66%) * Friday, July 14, 2006:7932 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 -1309 1843 1905 1059 263 427 505 346 -317 422 566 279 -356 520 463 227 -373 474 371 207 • Saturday, July 15, 2006=10969, 15 minute drops 1900 2000 633 450 17 8 -129 140 119 154 101 161 101 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 91 61 59 60 77 118 202 341 550 617 810 895 941 936 963 799 728 693 556 428 394 25 17 9 13 14 22 29 63 123 134 201 213 216 253 235 188 180 175 163 106 113 16 19 16 16 19 24 52 73 118 158 181 229 272 232 218 174 205 182 113 119 110 27 11 19 19 16 43 44 94 144 148 217 220 226 221 244 223 172 180 168 95 79 23 14 15 12 28 29 77 111 165 177 211 233 227 230 266 214 171 156 112 108 92 AM Peak 1145 -1245 (947), AM PHF=0.87 PM Peak 1215 -1315 (978), PM PHF=0.90 • Sunday, July 16, 2006=7633, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 94 59 70 55 67 90 139 182 335 411 508 615 566 643 652 574 570 481 416 332 320 28 16 13 11 20 14 21 48 73 96 115 159 141 160 174 153 147 138 115 81 79 25 12 23 13 17 20 30 38 92 83 116 142 131 165 168 152 146 116 123 93 77 25 16 16 18 14 27 26 34 69 120 138 160 149 157 156 138 152 101 90 76 88 16 15 18 13 16 29 62 62 101 112 139 154 145 161 154 131 125 126 87 82 76 AM Peak 1100 -1200 (615), AM PHF=0.96 PM Peak 1330 -1430 (660), PM PHF=0.95 • Monday, July 17, 2006=8379 (Incomplete), 15 minute drops 2100 2200 2300 326 241 166 95 67 50 80 66 43 72 46 42 79 62 31 2100 2200 2300 270 234 146 81 74 43 65 65 43 55 48 33 69 47 27 2100 2200 2300 216 151 87 63 36 22 53 35 27 55 44 21 45 36 17 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 57 28 41 60 71 207 590 855 819 786 759 939 1186 999 982 15 8 15 13 10 19 86 215 202 211 186 192 326 255 240 16 6 8 9 10 50 123 216 202 168 206 229 303 287 220 14 6 9 16 30 46 214 221 204 197 203 248 289 259 258 12 8 9 22 21 92 167 203 211 210 164 270 268 198 264 AM Peak 1145 -1245 (1188), AM PHF=0.91 · 25 16 27 23 28 25 25 16 15 16 14 12 19711 N-01 EventCount-540 Page 1 Traffic Data Service Southwest Event Counts 19711 N-01 EventCount-540 --English (ENU) Datasets: Site: Input A: Input B: Survey Duration: [19711 N] El Camino Real Btwn La Costa Ave & Levante St 1 -North bound. -Added to totals. (1) 0 -Unused or unknown. -Excluded from totals. (0) 23:56 Friday, July 14, 2006 => 16:07 Monday, July 17, 2006 File: Identifier: F:\Traffic Data\MCData\RBF\2006\197\19711N17JUL2006.EC0 (Plus) A999VJFX MC56-1 [MC55] (c)Microcom 07/06/99 Algorithm: Event Count Data type: Axle sensors -Separate (Count) Profile: Filter time: Name: 2:00 Saturday, July 15, 2006 => 16:00 Monday, July 17, 2006 Factory default profile Scheme: Count events divided by two. Units: In profile: Non metric (ft, mi, ft/s, mph, lb, ton) Events= 35698 / 35888 (99.47%) * Saturday, July 15, 2006=13944 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 32 26 34 67 148 322 555 817 995 1065 1167 4 . 8 --7 14 23 ·7-1 -97 -180 240 257 ·311 5 5 7 7 37 78 118 182 230 276 262 13 6 12 15 43 83 176 199 235 250 32 9 10 7 8_ 31 45 90 164 256 290 282 265 PM Peak 1400 -1500 (1215), PM PHF=0.86 * Sunday, July 16, 2006=11457, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 116 41 31 20 24 50 112 226 351 558 655 824 905 45 13 9 7 4 12 27 44 64 100 117 193 214 32 10 6 6 7 10 23 54 84 140 159 208 238 21 13 8 6 5 18 31 53 90 149 172 219 238 18 5 8 1 8 10 31 75 113 169 207 204 216 AM Peak 1145 -1245 (894), AM PHF=0.94 PM Peak 1630 -1730 (1022), PM PHF=0.93 * Monday, July 17, 2006=10297 (Incomplete), 15 minute drops 0000 0100 020D 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 72 12 13 1B 47 112 306 709 883 B93 949 1077 1233 24 5 2 9 17 46 116 215 199 239 292 283 17 4 6 8 23 62 159 209 200 209 234 292 21 3 1 9 13 34 95 215 206 251 248 287 313 10 1 3 1 17 38 103 219 253 243 253 264 345 AM Peak 1145 -1245 (1152), AM PHF:0.92 1300 1400 1500 1600 1700 1800 1136 1215 1115 1045 983 846 268 316 300 270 · 270 223 300 278 277 272 262 225 258 269 247 243 22 9 214 310 352 291 260 222 184 1300 1400 1500 1600 1700 1800 968 979 994 961 986 854 264 241 258 216 258 230 224 239 253 255 274 222 259 259 232 243 235 203 221 24 0 251 247 219 199 1300 1400 1500 1600 1700 1800 1309 1258 1406 334 306 337 340 333 333 313 316 375 322 303 361 1900 719 -175 192 171 181 1900 630 178 177 150 125 1900 2000 2100 2200 2300 620 543 319 175 ·153 14"7 104 66 45· 153 150 93 36 32 169 105 68 45 21 145 141 54 28 18 2000 2100 2200 2300 518 375 184 94 160 139 51 30 24 129 77 57 27 17 124 92 41 18 21 105 67 35 19 10 2000 2100 2200 2300 19711 S-03 EventCount-539 Page 1 Traffic Data Service Southwest Event Counts 19711 S-03 EventCount-539 --English (ENU) Datasets: Site: Input A: Input B: [19711S] El Camino Real Btwn La Costa Ave & Levante St 3 -South bound. -Added to totals. (1) 0 -Unused or unknown. -Excluded from totals. (0) Survey Duration: File: Identifier: 0:36 Saturday, July 15, 2006 => 15:51 Monday, July 17, 2006 F:\Traffic Data\MCData\RBF\2006\197\19711S17JUL2006.EC0 (Base) A568R525 MC56-1 [MC55] (c)Microcom 07/06/99 Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: Event Count Axle sensors -Separate (Count) 1 :00 Saturday, July 15, 2006 => 15:00 Monday, July 17, 2006 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events = 37888 / 38899 (97.40%) * Saturday, July 15, 2006=15972 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1?00 1300 1400 1500 1600 1700 1800 1900 65 45 28 50 83 198 481 693 965 1211 1427 1505 1450 1304 1246 1156 1017 977 729 17 8 5 .. 8 -3----37 -.. 90-122 -176 284 -315 --36-3 --383 · 330-319 294 265 -257 -211 22 12 5 12 15 40 103 151 246 300 375 375 358 323 304 292 244 234 189 14 14 8 15 20 54 135 177 225 311 339 378 355 311 341 279 260 270 177 12 11 10 15 45 67 153 243 318 316 .398 389 354 340 282 291 248 216 152 PM Peak 1215 -1315 (1525), PM PHF=0.98 * Sunday, July 16, 2006=11241, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 93 55 37 34 27 70 124 250 427 638 822 984 993 961 952 899 894 833 673 512 29 14 9 7 6 6 22 39 96 148 179 255 270 245 244 213 217 225 160 12 4 29 12 8 8 6 15 28 59 83 119 207 232 254 236 246 236 219 226 205 127 23 14 9 9 8 20 2.7 66 106 155 220 253 232 246 221 203 221 225 155 128 12 15 11 10 7 29 47 86 142 216 216 244 237 234 241 247 237 157 153 133 AM Peak 1130 -1230 (1021), AM PHF=0.95 PM Peak 1200 -1300 (993), PM PHF=0.92 * Monday, July 17, 2006=10675 (Incomplete), 15 minute drops 2000 2100 2200 2300 533 396 266 147 151 -91 · 78 · ·45 146 115 72 32 118 113 59 32 118 77 57 38 2000 2100 2200 2300 440 260 182 81 129 73 58 24 108 56 46 22 120 73 50 25 83 58 28 10 0000 0100 02D0 D300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900·2000 2100 2200 2300 62 30 24 34 52 155 673 1281 1405 1253 1070 1147 1229 1113 1147 18 12 6 8 17 75 241 349 313 249 258 287 265 295 14 3 8 5 29 126 321 354 317 263 285 329 256 279 19 10 8 18 37 209 361 334 292 283 284 311 317 302 11 5 1 . 12 21 72 263 358 368 331 275 320 302 275 271 AM Peak 0730 -0830 (1422), AM PHF=0.98 29 29 23 12 18 14 19 11 19709E-02 EventCount-534 Page 1 Traffic Data Service Southwest Event Counts 19709E-02 EventCount-534 --English {ENU) Datasets: Site: Input A: Input B: Survey Duration: [19709E] La Costa Ave Btwn N. Vulcan Ave & Sheridan Rd 2 -East bound. -Added to totals. (1) 0 -Unused or unknown. -Excluded from totals. (0) 21 :55 Friday, July 14, 2006 => 19:20 Monday, July 17, 2006 File: Identifier: F:\Traffic Data\MCData\RBF\2006\ 197\ 19709E18JUL2006.EC0 (Base) A56374S4 MC56-1 [MC55] (c)Microcom 07/06/99 Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: Event Count Axle sensors -Separate (Count) 22:00 Friday, July 14, 2006 => 19:00 Monday, July 17, 2006 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events = 20067 / 20194 (99.37%) • Friday, July 14, 2006:288 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 • Saturday, July 15, 2006=7596, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 78 44 29 17 15 50 108 193 327 419 453 523 574 613 547 598 558 548 501 31 9 8 6 3 6 14 49 78 101 108 120 135 178 136 131 123 156 127 18 16 5 6 6 14 26 48 68 95 118 125 124 132 116 145 145 144 126 15 6 7 3 4 9 32 48 88 96 101 135 170 162 134 161 142 132 135 14 13 9 2 2 21 36 48 93 127 126 143 145 141 161 161 148 116 113 AM Peak 1145 -1245 (572), AM PHF:0.84 PM Peak 1230 -1330 (625), PM PHF:0.88 * Sunday, July 16, 2006:6552, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 81 53 35 23 6 29 90 157 259 335 438 442 473 498 460 507 489 499 472 33 10 12 5 0 5 18 24 39 54 94 94 114 119 116 125 113 129 101 24 11 9 11 1 8 21 35 75 81 115 116 124 121 131 138 117 137 128 13 19 6 3 2 27 53 67 91 107 109 124 140 117 127 116 128 131 11 13 5 1 2 14 24 45 78 109 122 123 111 118 96 117 143 105 112 AM Peak 1145 -1245 (485), AM PHF:0.98 PM Peak 1645 -1745 (537), PM PHF:0.94 * Monday, July 17, 2006=5629 (Incomplete), 15 minute drops 1900 1900 440 116 94 118 112 1900 451 107 106 119 119 2000 2100 2200 2300 -162 126 17 --44 57 33 46 30 42 19 2000 2100 2200 2300 409 256 192 104 146 66 47 34 95 60 43 31 101 55 58 24 67 75 44 15 2000 2100 2200 2300 371 211 122 51 134 67 so 16 69 50 32 6 92 54 22 14 76 40 18 15 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 27 20 16 15 27 72 233 341 417 369 364 380 457 459 500 501 543 521 367 15 8 9 5 2 9 53 64 114 104 96 86 103 107 154 118 127 128 100 4 4 3 2 2 12 57 71 94 81 91 105 109 113 125 130 124 130 102 5 3 3 1 8 26 55 108 100 90 110 99 122 117 113 120 142 136 96 3 5 1 7 15 25 68 98 109 94 67 90 123 122 108 133 150 127 69 AM Peak 1145 -1245 (424), AM PHF:0.87 -31 18 15 14 33 24 13 11 15 4 5 3 19709W-04 EventCount-535 Page 1 Traffic Data Service Southwest Event Counts 19709W-04 EventCount-535 --English (ENU) Datasets: Site: Input A: Input 8: Survey Duration: File: Identifier: Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: [19709W] La Costa Ave Btwn N. Vulcan Ave & Sheridan Rd 4 -West bound. -Added to totals. (1) 0 -Unused or unknown. -Excluded from totals. (0) 21 :38 Friday, July 14, 2006 => 19:28 Monday, July 17, 2006 F:\Traffic Data\MCData\RBF\2006\197\19709W18JUL2006.EC0 (Base) A564FEQH MC56-1 [MCSS] (c)Microcom 07/06/99 Event Count Axle sensors -Separate (Count) 22:00 Friday, July 14, 2006 => 19:00 Monday, July 17, 2006 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events= 19516 / 19719 (98.97%) * Friday, July 14, 2006:269 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 • Saturday, July 15, 2006=7499, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 86 32 26 17 14 53 183 252 376 410 645 546 607 545 507 477 483 523 553 395 277 24 8 10 6 3 4 23 53 98 97 175 139 14 6 149 113 122 96 139 157 128 66 28 10 1 6 4 10 29 57 85 96 136 144 164 138 136 114 95 124 138 87 67 16 6 8 4 2 17 64 65 86 107 163 126 148 128 118 140 128 131 129 95 76 18 8 7 1 5 22 67 77 107 110 171 137 149 130 140 101 164 12 9 129 85 68 AM Peak 1000 -1100 (645), AM PHF:0.92 PM Peak 1215 -1315 (610), PM PHF:0.93 • Sunday, July 16, 2006=5741, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 84 41 32 11 7 44 112 182 298 383 465 463 456 408 380 405 409 392 344 262 218 22 7 10 7 1 4 21 33 69 103 105 108 109 120 91 110 106 98 95 65 53 30 10 10 2 3 8 24 40 77 89 124 125 112 115 86 89 100 111 85 70 · 55 19 13 2 1 15 31 41 69 94 122 95 108 81 109 100 107 95 94 74 59 13 11 10 1 2 17 36 68 83 97 114 135 127 92 94 106 96 88 70 53 51 AM Peak 1030 -1130 (469), AM PHF:0.94 PM Peak 1230 -1330 (470), PM PHF:0.93 • Monday, July 17, 2006=6007 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 33 11 12 11 17 54 233 567 746 601 341 375 499 377 407 402 435 460 426 11 7 2 2 4 38 138 160 212 84 90 96 99 82 76 121 126 109 10 1 6 3 11 52 127 182 132 91 87 149 82 111 123 111 109 124 6 3 1 5 15 60 144 219 149 88 111 121 83 88 97 89 112 99 6 0 2 2 7 24 83 158 185 108 78 87 133 113 126 106 114 113 94 AM Peak 0815 · 0915 (798), AM PHF:0.91 2100 2200 2300 -173 96 47 30 · 24 54 24 28 45 22 16 27 20 18 2100 2200 2300 203 185 104 59 45 25 22 36 47 30 30 56 40 31 19 52 53 18 13 2100 2200 2300 163 116 66 45 34 20 . 11 44 -37 17 10 35 28 16 6 39 17 13 6 2100 2200 2300 1971 0E-02 EventCount-536 Page l Traffic Data Service Southwest Event Counts 19710E-02 EventCount-536 --English (ENU) Datasets: Site: Input A: Input B: Survey Duration: [19710E] La Costa Avenue Btwn Saxony Rd & Piraeus St 2 -East bound. -Added to totals. (1) 0 -Unused or unknown. -Excluded from totals. (0) 23:49 Friday, July 14, 2006 => 19:03 Monday, July 17, 2006 File: Identifier: F:\Traffic Data\MCData\RBF\2006\ 197\ 1971OE18JUL2006.ECO (Plus) M2757A0N MC56-6 [MC55] (c)Microcom 02/03/01 Algorithm: Event Count Data type: Axle sensors -Separate (Count) Profile: Filter time: Name: 1 :00 Saturday, July 15, 2006 => 19:00 Monday, July 17, 2006 Factory default profile Scheme: Units: In profile: Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events = 32289 / 32482 (99.41 %) * Saturday, July 15, 2006=15009 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 -171 121 59 61 139 282 465 655 779 927 883 1014 .4 4 41 .16 16 15-46 103 1-6 6 167 229 201·-249 53 28 16 9 31 46 95 120 188 224 229 256 37 32 13 14 47 76 139 169 205 230 212 248 37 20 14 22 46 114 128 200 219 244 241 261 PM Peak 1630 -1730 (1103), PM PHF:0.88 * Sunday, July 16, 2006=12521, 15 minute drops 1300 1400 1500 1600 1700 1054 1005 1038 1056 1009 286 235 246 232 245 254 240 257 233 267 258 267 284 278 228 256 263 251 313 269 1800 947 242 · 240 254 211 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 302 171 120 56 35 99 162 268 398 597 721 792 907 868 841 893 900 889 826 89 57 . 40 20 7 17 32 36 85 101 154 198 238 217 196 211 200 239 195 88 ' 46 33 15 8 10 37 62 84 151 193 188 219 222 208 225 199 229 224 75 36 29 11 10 27 36 80 93 151 180 214 220 204 202 231 224 223 223 50 32 18 10 10 37 57 90 136 194 194 192 230 225 235 226 277 198 184 AM Peak 1145-1245 (859), AM PHF=0.91 PM Peak 1630 -1730 (969), PM PHF:0.87 * Monday, July 17, 2006=4758 (Incomplete) , 15 minute drops 1900 810 234 193 203 180 1900 748 176 197 186 189 2000 2100 2200 2300 757 632 641 504 194 .. 1'61 160 .. 129 191 176 151 142 204 127 167 113 168 168 163 120 2000 2100 2200 2300 713 564 419 232 190 155 14 8 67 156 161 102 66 199 130 94 51 168 118 75 48 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 126 71 52 40 55 257 788 1097 1155 925 192 0 0 0 0 0 0 0 0 53 35 15 8 11 40 115 231 291 247 192 0 0 0 0 0 0 0 0 32 9 16 5 7 37 164 244 262 231 0 0 0 0 0 0 0 0 0 26 15 12 9 16 79 245 294 315 207 0 0 0 0 0 0 0 0 0 15 12 9 18 21 101 2 64 328 287 240 0 o· 0 0 0 0 0 0 0 AM Peak 0745 -0845 (1196), AM PHF:0.91 89. 88 75 50 53 32 26 15 1971 0W-04 EventCount-537 Page 1 Traffic Data Service Southwest Event Counts 19710W-04 EventCount-537 --English (ENU) Datasets: Site: Input A: Input B: Survey Duration: File: Identifier: Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: [19710W] La Costa Avenue Btwn Saxony Rd & Piraeus St 4 -West bound. -Added to totals. (1) 0 -Unused or unknown. -Excluded from totals. (0) 23:46 Friday, July 14, 2006 => 19:13 Monday, July 17, 2006 F:\Traffic Data\MCData\RBF\2006\197\ 19710W18JUL2006.EC0 (Plus) M293M05F MC56-6 [MC55] (c)Microcom 02/03/01 Event Count Axle sensors -Separate (Count) 0:00 Saturday, July 15, 2006 => 19:00 Monday, July 17, 2006 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events = 30858 / 30859 (100.00%) • Saturday, July 15, 2006=13558, 15 minute drops ·oooo 0100 0200 0300 0400 osoo 0600 0100 oaoo 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 117 70 36 48 60 174 415 591 825 963 1121 992 957 835 847 841 895 817 767 636 504 31 .. 21 7 ·-17 . --7 -· 34 ·---66· --138 176 -221 ·311 · 262 · 260 198·-208 ·213 -217 -239 220 157 128 37 20 8 9 16 23 94 125 196 231 279 252 219 221 203 214 225 221 199 162 125 25 18 10 14 25 60 129 146 218 254 240 231 238 211 218 205 228 189 175 153 115 24 11 11 8 12 57 126 182 235 257 291 217 240 205 218 209. 225 168 173 164 136 AM Peak 1000 · 1100 (1121), AM PHF:0.90 PM Peak 1200-1300 (957), PM PHF:0.92 * Sunday, July 16, 2006=11514, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 J.600 1700 1800 1900 2000 130 56 42 37 57 121 279 450 611 856 983 968 855 772 741 773 759 771 640 514 434 35 18 16 10 11 23 53 86 118 211 217 255 213 195 183 204 199 193 189 129 120 33 14 9 10 10 25 59 107 153 204 241 246 218 201 174 186 179 217 160 134 114 31 15 8 9 16 36 85 117 162 225 253 232 206 200 205 197 194 179 165 150 101 31 9 9 8 20 37 82 140 178 216 272 235 218 176 179 186 187 182 126 101 99 AM Peak 1030 • 1130 (1026), AM PHF:0.94 PM Peak 1200-1300 (855), PM PHF:0.98 * Monday, July 17, 2006=5784 (Incomplete), 15 minute drops 2100 2200 2300 428 381 238 111---98 ·-n·· 101 . 120 68 110 82 57 106 81 36 2100 2200 2300 336 232 97 86 75 29 86 58 32 90 57 16 74 42 20 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 68 23 27 37 114 391 941 1039 987 881 947 329 · 0 0 0 0 0 0 0 19 9 6 5 12 50 196 232 214 220 237 208 0 0 0 0 0 0 0 19 4 9 7 22 83 220 269 262 216 240 121 0 0 0 0 0 0 0 20 5 6 13 32 110 243 283 247 237 240 0 0 0 0 0 0 0 0 10 5 6 12 48 148 282 255 264 208 230 0 0 0 0 0 0 0 0 AM Peak 0645 • 0745 (1066), AM PHF:0.94 35· 33 31 31 19 19 20 10 19712E-02 EventCount-541 Page 1 Traffic Data Service Southwest Event Counts 19712E-02 EventCount-541 --English (ENU) Datasets: Site: Input A: [19712E] Poinsettia Lane Btwn Carlsbad Blvd & Avenida Encinas 2 -East bound. -Added to totals. (1) Input B: 0 -Unused or unknown. -Excluded from totals. (0) Survey Duration: 1 :43 Saturday, July 15, 2006 => 20:16 Monday, July 17, 2006 File: Identifier: F:\Traffic Data\MCData\RBF\2006\197\19712E18JUL2006.ECO (Base) A554FJK9 MC56-1 [MC55] (c)Microcom 07/06/99 Algorithm: Event Count Data type: Axle sensors -Separate (Count) Profile: Filter time: Name: 3:00 Saturday, July 15, 2006 => 20:00 Monday, July 17, 2006 Factory default profile Scheme: Units: In profile: Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events= 12472 / 12559 (99.31%) • Saturday, July 15, 2006:4362 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 3 11 22 54 119 205 264 282 286 321 --3 .4 . . 4 ---6 21---38---65. -58 -7 5 --82 0 4 6 12 20 50 66 68 60 95 0 2 6 16 35 54 72 73 75 64 0 1 6 20 43 63 61 83 76 80 PM Peak 1415 -1515 (332), PM PHF:0.90 * Sunday, July 16, 2006:3986, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 19 26 9 3 8 16 40 100 170 252 272 301 279 5 6 4 2 1 3 8 26 54 54 47 72 70 8 6 1 1 3 4 11 15 30 59 72 75 73 l 8 1 0 1 10 28 42 71 81 79 64 5 6 3 0 3 5 11 31 44 68 72 75 72 AM Peak 1100-1200 (301), AM PHF:0.95 PM Peak 1645 -1745 (331), PM PHF:0.90 * Monday, July 17, 2006:4123 (Incomplete), 15 minute drops 0000 0100 020D 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 14 4 6 6 9 40 74 149 180 231 238 217 283 3 2 1 2 4 12 30 42 52 55 54 61 5 1 1 1 8 17 28 42 51 57 52 82 2 1 3 0 10 18 41 49 61 66 54 65 4 0 4 1 6 18 27 50 47 67 60 57 75 AM Peak 1145 -1245 (265), AM PHF:0.81 1300 1400 1500 1600 1700 1800 296 313 317 311 314 264 75 59--78 -77 . 70 63 73 92 71 80 76 56 65 79 86 69 76 86 83 83 82 85 92 59 1300 1400 1500 1600 1700 1800 290 258 282 316 318 292 75 70 73 85 92 70 59 60 62 71 73 86 73 76 74 81 87 69 83 52 73 79 66 67 1300 1400 1500 1600 1700 1800 271 284 471 617 472 326 76 75 115 154 124 72 65 62 106 175 144 104 72 65 97 132 100 79 58 82 153 156 104 71 1900 282 80 74 67 61 1900 238 60 54 65 59 1900 231 36 55 59 81 2000 2100 2200 2300 323 188 129 58 122-41· 34 --25-.. 5 65 50 31 11 8 74 53 32 11 1 62 44 32 11 5 2000 2100 2200 2300 256 132 72 37 82 36 26 13 3 73 38 18 4 5 59 31 15 13 2 42 27 13 7 4 2000 2100 2200 2300 19712W-04 EventCount-542 Page 1 Traffic Data Service Southwest Event Counts 19712W-04 EventCount-542 --English (ENU) Datasets: Site: Input A: Input B: Survey Duration: File: Identifier: Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: [19712W] Poinsettia Lane Btwn Carlsbad Blvd & Avenida Encinas 4 -West bound. -Added to totals. (1) 0 -Unused or unknown. -Excluded from totals. (0) 1 :40 Saturday, July 15, 2006 => 20:22 Monday, July 17, 2006 F:\Traffic Data\MCData\RBF\2006\ 197\ 19712W18JUL2006.EC0 (Base) A650941T MC56-1 [MC55] (c)Microconi 07/06/99 Event Count Axle sensors -Separate (Count) 2:00 Saturday, July 15, 2006 => 20:00 Monday, July 17, 2006 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, lb, ton) Events = 13860 / 13918 (99.58%) * Saturday, July 15, 2006=5276 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 9 '6 6 37 107 189 250 273 371 407 495 462 356 357 341 389 422 296 215 133 108 -1 · ·O . .. 3 .. -5. 15---42 ·4-7 63 · 63· 117 121---147 87-80· -88 134· 115 81'· "77 · 41 · 39 5 0 0 10 28 35 63 59 86 94 113 109 92 127 81 70 103 56 62 28 20 2 3 2 8 31 51 65 72 103 105 111 llO 84 65 65 80 102 73 41 34 27 1 3 1 14 33 61 75 79 ll9 91 150 96 93 85 107 105 102 86 35 30 22 PM Peak 1215 -1315 (521), PM PHF=0.87 * Sunday, July 16, 2006:4310, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 35 17 11 6 16 31 78 125 179 329 329 366 338 348 303 304 275 323 289 240 181 94 63 7 8 2 1. 2 3 14 28 47 58 86 111 90 100 81 83 67 89 74 63 55 27 18 11 2 4 1 1 5 13 24 39 103 68 94 75 80 79 74 66 69 72 61 56 21 18 ll 6 4 1 4 7 28 30 45 82 90 76 78 84 70 67 62 77 61 56 38 18 16 6 1 1 3 9 16 23 43 48 86 85 85 95 84 73 80 80 88 82 60 32 28 11 AM Peak 1030 -1130 (380), AM PHF=0.86 PM Peak 1245 -1345 (359), PM PHF:0.90 * Monday, July 17, 2006:4272 (Incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1 700 1800 1900 2000 2100 2200 12 7 5 4 2 35 151 455 . 499 257 256 273 418 293 273 270 242 314 258 248 2 2 4 2 1 3 17 72 147 64 52 71 73 68 81 72 54 83 67 81 5 3 0 0 1 4 23 119 142 66 61 75 139 70 71 70 60 81 65 66 5 2 0 1 0 11 61 138 122 76 71 59 107 64 61 66 56 75 60 59 0 0 1 1 0 17 50 126 88 51 72 68 99 91 60 62 72 75 66 42 AM Peak 0730 -0830 (553), AM PHF:0.94 2300 47 14 -7 13 11 14 11. 6 6 2300 30 13 2 5 5 4 5 8 0 2300 APPENDIX B Weekday vs. Weekend Comparison Worksheets Table 1 Ponto Vision Plan EIR Traffic Vol C s Maximum Weekday Summary Chart Day ADT·· Palomar Airport Rd: Carlsbad Blvd to Ave Encinas Thursday 14,561: Palomar Airport Rd: Paseo del Norte to Armada Dr Thursday 54,97Q Palomar Airport Rd:College Blvd to Camino Vida Roble Thursday 38,441:: El Camino Real: Camino Vida Roble to Cassia St Thursday . 31,877 Carlsbad Blvd: Poinsettia to Breakwater Rd Thursday 21,932 Carlsbad Blvd: South of Ponto Thursday 22,928 Carlsbad Blvd:Avenida Encinas to La Costa Thursday 28,475 La Costa Avenue: Vulcan to Sheridan Thursday 15,880 La Costa Avenue: Saxony to Pireaus Thursday 34,814 Poinsettia: Carlsbad to Avenida Encinas Thursday 10,752 Avenida Encinas: East of Ponto Thursday 4,182 Maximum Weekend Dav ADT Saturday 13,426 Saturday 36,634 Saturday 23,195 Saturday 9,925 Saturday 21,169 Saturday 20,805 Saturday 27,686 Saturday 15,095 Saturday 28,757 Saturday 9,654 Saturday 3,791 Weekend- Weekday -1, 135 -18,345 -15,246 -21,952 -763 -2,123 -789 -785 -6,057 -1,098 -391 Percent Change -8% -50% -66% -221% -4% -10% -3% -5% -21% -11% -10% Ponto EIR Page 1 of 1 Table2 Ponto Vision EIR Intersection level of Service Summary - Intersection 1 Palomar Airport Road / Avenida Encinas 2 Palomar Airport Road / 1"5 SB Ramps 3 Palomar Airport Road / 1"5 NB Ramps 4 Palomar Airport Road / Paseo Del Norte 5 Carlsbad Boulevard/ Island Way 6 Carlsbad Boulevard / Breakwater Road 7 Carlsbad Boulevard / Poinsettia Lane 8 Poinsettia Lane/ Avenida Encinas 9 Poinsettia Lane / 1-5 SB Ramps 10 Poinsettia Lane / 1-5 NB Ramps 11 Poinsettia Lane / Paseo Del Norte 12 Carlsbad Boulevard / Ponto Drive 13 ' Carlsbad Boulevard / Avenida Encinas 14 La Costa Avenue/ Carlsbad Boulevard 15 La Costa Avenue / Vulcan Avenue <1> 16 La Costa Avenue/ 1"5 SB Ramps 17 La Costa Avenue/ 1-5 NB Ramps 18 La Costa Avenue/ Piraeus St (t) Stop controlled intersection evaluated using the Highway Capacity Manual Note: Deficient intersection operation shown in bold. Weekend peak hour V/C LOS 0.612 B 0.506 A 0.656 B 0.787 C 0.589 A 0.597 A 0.804 b 0.673 B 0.484 A 0.495 A 0.672 ~ 0.63 B 0.7 C 0.729 C 53.5 F 0.491 A 0.582 A 0.541 A Weekday AM peak hour PM peak hour V/C LOS V/C · LOS 0.679 B 0.855 D 0.602 B 0.583 A 0.864 D 0.856 D 0.806 D 1.023 F 0.369 A 0.392 A 0.373 A 0.433 A 0.582 A 0.553 A 0.476 A 0.714 C 0.537 . A 0.748 C 0.706 C 0.667 B 0.64 B 0.883 D 0.403 A 0.413 A 0.467 A 0.459 A 0.674 B 0.72 C 27.8 D 21.0 C 0.594 A 0.63 B 0.67 B 0.659 B 0.597 A 0.587 A Ponto Vision Plan Weekend ADT Summary Palomar Airport Rd: I Palomar Airport Rd: I Palomar Airport I El Camino Real: I Carlsbad Blvd: Carlsbad Blvd to Ave Paseo del Norte to Rd:College Blvd to Camino Vida Roble to Poinsettia to l Carlsbad Blvd: South time I Encinas Armada Dr Camino Vida Roble Cassia St Breakwater Rd of Ponto Saturday !Sund~y ISaturdayJSunQ§Y __ ISaturday !Sunday ISaturdayj_S~d~_JSaturday !Sunday !Saturday !Sunday 01 91I 1111 331I _305I 248I 229I 1331 141I 1221 147I 108I ·123 100 49 50 216 201 169 146 79 69 62 77 60 68 200 27 50 161 139 141 108 61 41 44 47 41 38 300 25 11 122 94 94 76 42 25 24 22 22 23 400 26 33 197 130 167 102 49 40 31 21 29 24 500 63 60 366 204 291 164 96 61 76 65 85 69 600 200 152 764 380 547 249 172 87 291 210 279 187. 700 330 272 1070 705 785 470 373 187 517 363 518 352_ 800 492 431 1612 1034 1111 656 477 304 792 612 772 578 900 632 578 2207 1526 1430 957 671 409 994 881 931 347' 1000 759 798~ _ _?~2~ .... ___ 1580 12631,)NifPlMZ:4~ 548 1301 1193 1301 1151 1100 989 1614 1322 1657 1286 , ....... ,· ....... _. -.. --•; .. ,,,.;._,, _ . .,.,_,._,._ .. --1200 tS}'.i\f:107.0 e:J>:zizri:~o 14110 i,L,'i'YfJ tl!;J~ 140::. 1300 iit1ih¼'.i';',:1J'43 \'6'./'M.SJ/38_$: !}1.P?WiM'.5$$' \%?Lhi\'1S'2,T !t,\\'.{i\\1'.4Q;3 1400 Et'\'.<)\';,,:QO'lJl;/;,;;(;i,,':/\J$(3{l !;f,!(}J!i}%f$4$. ...... ,_._ - c:<;:-\'.l!i\,ii'iR~/.? 1600 1 o 11 870 2642 2282 1618 1325 653 !i&'!U\i:lii!,P$09 -f66d J;J;}({fi.'$$]: ---1636 iH'I?\&}5:30 1700 995 770 2413 2181 1455 1219 634 573 1552 1448 1493 1427 1800 948 758 2149 1654 1242 1108 538 477 1446 1222 1440 1186 1900 762 633 1609 1231 1018 906 436 357 1131 1090 1059 978 2000 701 445 144 7 1164 1008 907 400 309 995 755 865 636 2100 332 256 972 817 689 620 314 250 572 379 501 294 2200 275 137 773 542 590 421 273 182 431 222 378 170 2300 189 97 526 336 420 266 195 119 242 143 210 120 total 13426 10953 36634 29937 23195 18498 9925 7862 21169 17936 20805 17100 1 of2 Carlsbad Blvd:Avenida Encinas I La Costa Avenue: I La Costa Avenue: I P_oinsettia: Carlsbad 1-Avenid_a Encinas: time I to La Costa Vulcan to Sheridan Saxon_y to Pireaus to Avenida Encinas East of Ponto SaturdaLJStmday ISaturd~Sunday ISatur<:l_§y !Sunday !Saturday !Sunday !Saturday !Sunday ot 1301 1361 1641 1651 3071 4311 I 541 I 22 100 71 83 76 94 241 228 43 -18 200 52 47 55 67 157 162 15 20 -10 300 20 23 34 34 107 93 9 9 4 2 400 34 16 29 13 121 92 17 _24 14 4 500 134 104 103 73 312 220 59 47 17 14 600 471 313 291 202 697 441 162 118 43. 40 700 878 619 445 339 1057 718 308 225 110 100 soo 1232 f(fi/MJ::1'.042 703 557 1479 1009 455 349 169 161 900 1474 886 829 718 1743 1453 536 581 219 '·''"'""'!Q,79 . 1 ooo 1 s4o 982 MUl{W!lP.9~ 903 • ""'""1.·.'IP"'• -}v;.,x,1.JZ® 654 f:'.bd:w0:s;1;2:oo· 229 255 1100 '.i(lili!i1%i2239• P\l/&1!::i\1064. 1070 I/!gi:;t#i'-2'!!/9:0:5 1876 f)t.;c,:1HTJ7,601W¾/}%ii'692 :(1':fil,;;):yf§p% 291 ··--· ., ...... ,.~ ... ;"., "'''•· ,,,.,.,,.-$0: ,., 1 'w:.-.. '"'••·"•<(,:76'1 l,//:-ictB?Dfl;ll7 ,.:,,;;.,:,/,::,;,;s. r#:•:"'·''"''''/C2: · ;;rd, Yifi-63, 1F:iiiftrtJ2$Sl: timttf:n:o:oe 1300 f:'WW!'iif!:24§9; f{foi/ifJl0.40 --- 1400 <:n1H,fizc$2p: 1032 105s 570 s61 207 1500 2210 955 r!@'J{i0JIQZ§ EP?,·~•,.i,l• 673 586 265 1600 2045 867 1040 897 """"" ''" , ~ -. , 1659 652 591 268 253 1700 ,977 901 1011 891 1s25 1660 ·::. , , •y; s41 tf&\M:rM11f'4Q3' ::Mf:i:M\'ktr1 .. 2"Q:l_ 1800 1876 767 1054 · 817 1714 1466 686 581 267 242 1900 1391 654 835 713 1445 1261 578 478 232 215 2000 1107 423 687 588 1262 1148 538 437 159 183 2100 617 179 458 374 1060 899 321 226 93 90 2200 461 100 377 239 1022 652 237 135 65 34 2300 252 70 208 117 7 42 3.29 105 67 39 18 27686 13375 15095 12294 28757 24035 9645 8296 3791 3539 2 of2 APPENDIX C Existing ICU Worksheets Traffix LOS Calculation Worksheets When comparing the exhibits peak hour turning movements to the corresponding traffix LOS calculation worksheets please use the legend listed below: Existing -Base Volumes Existing Plus Vision Plan -Initial Future Volumes 2010 -Base Volumes 2010 With Vision Plan -Initial Future Volumes 2030 without Vision Plan -Initial Future Volumes 2030 with Vision Plan -~\teln111M IV\<H ~ l f u~ Vol~ Note: The 2030 is different than the other scenarios due to the backing out of volumes to generate the 2030 without Vision Plan. 07/18/2007 13:46 weekday pk hr AM Scenario: Command: Volume: Geometry: Impact Fee: Trip Generation: Trip Distribution: Paths: Rout.es: Configuration: Filename: WEEKDA-1.0UT Wed Jul 18, 2007 13:46:10 Ponto Vision Plan Weekday Conditions AM Peak Hour Scenario Report weekday pk hr AM weekday pk hr AM weekday pk hr AM EX Default Impact Fee NONE NONE Default Paths Default Routes weekday pk hr AM Pa.9.e Page 1-1 Traffix 7 8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 1 07/18/2007 13:46 Filename: WEEKDA~l.OUT weekday pk hr AM Wed Jul 18, 2007 13:46:12 Ponto Vision Plan Weekday Conditions AM Peak Hour Impact Analysis Report Level Of Service Intersection Base Del/ V/ LOS Veh C #101 Avenida Encinas / Palomar Airp B xxxxx 0.614 #102 I-5 SB Ramps/ Palomar Airport A xxxxx 0.529 #103 I-5 NB Ramps/ Palomar Airport C xxxxx 0.752 #104 Paseo Del Norte/ Palomar Airp C xxxxx 0.711 #105 Armada/ Palomar Airport Rd A xxxxx 0.505 #106 Palomar Airport Rd. I Hidden A xxxxx 0.507 #107 College Blvd/ Palomar Airport A xxxxx 0.491 #108 Palomar Airport I Camino Vida A xxxxx 0.596 #109"~1 C~w1n~ Real I Palomar Airpo B xxxxx 0.680 #110 Palomar Airport Road/ El Fuer D xxxxx 0.871 #111 Palomar Airport Road/ Melrose B xxxxx 0.685 #112 Carlsbad Blvd. I Island Way. A xxxxx 0.316 #113 Carlsbad Blvd/ Breakwater Rd. A xxxxx 0.318 #114 Carlsbad Blvd. I Poinsettia La A xxxxx 0.510 #115 Avenida Encinas/ Poinsettia L A xxxxx 0.431 #116 I-5 SB Ramps/ Poinsettia Lan A xxxxx 0.476 #117 I-5 NB Ramps I Poinsettia Lane B xxxxx 0.639 #118 Paseo Del Norte/ Poinsettia L A xxxxx 0.552 #119 Paseo Del Norte/ Camino de la A xxxxx 0.483 #120 Batiquitos Dr. I Poinsettia La B xxxxx 0.625 #121 Aviara Parkway/ Poinsettia La A xxxxx 0.453 #122 El Camino Real / Cassia A xxxxx 0.533 #123 El Camino Real / Camino Vida R A xxxxx 0.413 Future Del/ V/ LOS Veh C B xxxxx 0.614 A xxxxx 0.529 C xxxxx 0.752 C xxxxx 0. 711 A xxxxx 0. 505 A xxxxx O. 507 A xxxxx 0.491 A xxxxx 0.596 B xxxxx 0.680 D xxxxx 0.871 B xxxxx 0.685 A xxxxx 0.316 A xxxxx O. 318 A xxxxx 0.510 A xxxxx 0.431 A xxxxx 0.476 B xxxxx 0. 63 9 A xxxxx O. 552 A xxxxx 0. 483 B xxxxx 0. 625 A xxxxx O. 453 A xxxxx 0.533 A xxxxx 0. 413 + + + + + + + + + + + + + + + + + + + + + + + Pa.9.e Page 2-1 Change in 0.000 V/C 0.000 V/C 0.000 V/C 0.000 V/C 0.000 V/C 0.000 V/C 0.000 V/C 0.000 V/C 0.000 V/C 0.000 V/C 0.000 V/C 0.000 V/C 0.000 V/C 0.000 V/C 0.000 V/C 0.000 V/C 0.000 V/C 0.000 V/C 0.000 V/C 0.000 V/C 0.000 V/C 0.000 V/C 0.000 V/C Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 2 07~2007 13:46 Filename: WEEKDA-1.0UT weekday pk hr AM Wed Jul 18, 2007 13:46:12 Ponto Vision Plan Weekday Conditions AM Peak Hour Intersection Base Del/ V/ LOS Veh C #124 Carlsbad Blvd/ Ponto Drive A xxxxx O. 377 #125 Carlsbad Blvd. / Beach Way A xxxxx O. 164 #126 Carlsbad Blvd. / Avenida Encin A x.xxxx 0 .400 #127 Ponto Dr. / Avenida Encinas o.o 0 .000 #128 Carlsbad Blvd. I La Costa Ave A xxxxx 0.581 #129 Vulcan/ La Costa Ave. D 27.8 0.000 #130 I -5 SB Ramps/ La Costa Ave. A xxxxx 0.539 #131 I -5 NB Ramps/ La Costa Ave. B xxxxx 0.606 #132 Piraeus/ La Costa Ave. A xxxxx 0.542 #133 El Camino Real/ La Costa Ave. D xxxxx 0.866 #134 Carlsbad Blvd/ Leucadia Ave A x.xxxx 0.555 #201 La Costa Avenue/Sheridan Road B 10.8 0 .000 Pa.9.e Page 2-2 Future Change Del/ V/ in LOS Veh C A x.xxxx 0 .377 + 0.000 V/C A xxxxx 0.164 + 0.000 V/C A xxxxx 0 .400 + 0.000 V/C o.o 0 .000 + 0.000 D/V A xxxxx 0.581 + 0.000 V/C D 27.8 0.000 + 0.000 D/V A xxxxx 0.539 + 0.000 V/C B xxxxx 0.606 + 0.000 V/C A x.xxxx 0.542 + 0.000 V/C D xxxxx 0.866 + 0.000 V/C A xxxxx 0 .555 + 0.000 V/C B 10.8 0 .000 + 0 .000 D/V Traffix 7.8 .0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 3 07~2007 13:46 weekday pk hr AM Filename: WEEKDA-1.0UT Wed Jul 18, 2007 13,46:12 Ponto Vision Plan Weekday Conditions AM Peak Hour ------------------Level Of Service Computation Report Page Page 3 -1 ICU l(Loss as Cycle Length\) Method (Base Volume Alternative) .........................................•....................•.......•••....... Intersection #101 Avenida Encinas/ Palomar Airport Rd. ......••...•...•.......•...•.....•.••••••••••.•••.••••.•.•.•.........•..•.•...•. Cycle (sec): Loss Time (sec): Optimal Cycle: 100 10 (Y+R•4.0 sec) 44 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.614 xxxxxx B Street Name: Avenida Encinas Palomar Airport Rd Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: l 0 l 0 l l l 0 0 l l 0 0 l 0 l 0 l 0 l ------------1---------------11---------------11---------------1 I ---------------1 Volume Module: >> Count Date: 11 Jul 2006 << 8:00 AM TO 8:45 AM Base Vol: 21 51 112 155 67 21 51 275 48 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 1.00 1 .00 Initial Bae, 21 51 112 155 67 21 51 275 48 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PHF Volume: 23 55 122 168 73 23 55 299 52 306 l.00 306 l.00 0. 92 333 264 l.00 264 l.00 0.92 287 269 l.00 269 l.00 0.92 292 Reduct Vol : o O O O O o O O o O O O Reduced Vol: 23 55 122 168 73 23 55 299 52 333 287 292 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 23 55 122 168 73 23 55 299 52 333 287 292 ------------1---------------11---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1 .13 1.25 1.13 1.13 1 .13 1.13 1.13 1.13 1.13 1.13 1.25 1.13 Lanes: 1.00 1.00 1.00 1.40 0.60 1.00 1.00 0.85 0.15 1.00 1.00 1.00 Final Sat.: 1800 2000 1800 2514 1086 1800 1800 1533 267 1800 2000 1800 ------------1---------------11---------------11---------------11 ---------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.03 0.07 0.07 0.07 0.01 0 .03 0.20 0.20 0.18 0.14 0.16 Crit Moves: •••• Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 4 07/18/2007 13,46 weekday pk hr AM Filename, WEEKDA-1.0UT Wed Jul 18, 2007 13,46,12 Ponto Vision Plan Weekday Conditions AM Peak Hour Level Of Service Computation Report Pa.9.e Page 4-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #102 I-5 SB Ramps / Palomar Airport Rd. Cycle (sec) Loss Time (sec) Optimal Cycle, 100 10 (Y+R-4.0 sec) 35 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service, 0.529 xxxxxx A ******************************************************************************** Street Name, Approach, Movement: I-5 SB Ramps Palomar Airport Rd North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control, Protected Protected Protected Protected Rights, Include Include Include Ignore Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, 0 0 0 0 0 2 0 0 0 1 0 0 2 1 0 0 0 2 0 1 ------------1---------------11---------------1 I---------------! I---------------I Volume Module, >> Count Date, 11 Jul 2006 << 8,00 AM TO 8,45 AM Base Vol, o o o 906 o 297 o 490 96 0 555 311 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, o o o 906 o 297 o 490 96 o 555 311 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o.oo PHF Adj, 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.00 PHF Volume, 0 0 0 996 0 326 0 538 105 Reduct Vol, o 0 0 0 0 0 0 0 0 0 0 610 0 0 0 Reduced Vol, o o o 996 o 326 o 538 105 0 610 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol., 0 0 0 996 0 326 0 538 105 0 610 0 ------------1 ---------------I1---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.22 1.13 1.13 1.25 1.13 Lanes, 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.51 0.49 0.00 2.00 1.00 Final Sat. 0 O O 3600 0 1800 0 4915 885 0 4000 1800 ------------I ---------------1I---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.00 0.00 0.00 0.28 0.00 0.18 0.00 0.11 0.12 0.00 0.15 0.00 Crit Moves: *******************~************************************************************ Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 5 07/18/2007 13,46 weekday pk hr AM Filename, WEEKDA-1.0UT Wed Jul 18, 2007 13:46,12 Ponto Vision Plan Weekday Conditions AM Peak Hour Level Of Service Computation Report Pa.9.e Page 5-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #103 I-5 NB Ramps/ Palomar Airport Rd ******************************************************************************** Cycle (sec) , Loss Time (sec) Optimal Cycle, Street Name, Approach, 100 10 (Y+R=4. o sec) 58 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service, 0.752 xxxxxx C I-5 NB RAmps Palomar Airport Rd North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Permitted Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 2 0 0 0 0 0 1 0 3 0 0 0 0 3 0 2 ------------1---------------11---------------11---------------11---------------1 Volume Module, >> Count Date: 11 Jul 2006 << 7:45 AM TO 8:30 AM Base Vol, 205 0 1394 0 0 0 83 1355 0 0 628 469 .Growth AdJ : 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 Initial Bse, 205 0 1394 0 0 0 83 1355 0 0 628 469 User Adj, 1. 00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 PHF Adj, 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume, 218 0 1483 0 0 0 88 1441 0 0 668 499 Reduct Vol, 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 218 0 1483 0 0 0 88 1441 0 0 668 499 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. 218 0 1483 0 0 0 88 1441 0 O 668 499 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes, 1.00 o.oo 2.00 0.00 0.00 0.00 1.00 3.00 0.00 0.00 3.00 2.00 Final Sat., 1800 0 3600 0 0 O 1800 6000 O 0 6000 3600 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.14 0.00 0.41 0.00 0.00 o.oo 0.05 0.24 0.00 0.00 0.11 0.14 Crit Moves, Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 6 07/18/2007 13:46 weekday pk hr AM Filename: WEEKDA~l.OUT Wed Jul 18, 2007 13:46:12 Ponto Vision Plan Weekday Conditions AM Peak Hour Level Of Service Computation Report Pa.9.e Page 6-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #104 Paseo Del Norte/ Palomar Airport Rd. ******************************************************************************** CyclP (sec): Loss Time (sec) Optimal Cycle: J?O 10 (Y+R=4.0 sec) 54 Critical Vol. /Cap. (X) : Average Delay (sec/veh) Level Of Service: 0. 711 xxxxxx C ******************************************************************************** Street Name: Paseo Del Norte Palomar Airport Rd. Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------1 I ---------------1 I ---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 0 1 1 0 2 0 1 1 0 2 0 2 1 0 2 0 3 0 1 ------------1 ---------------1 I ---------------1 I ---------------1 I ---------------1 Volume Module: >> Count Date: 11 Jul 2006 << 8:00 AM TO 8:45 AM Base Vol: 202 133 143 166 61 107 328 2201 153 80 777 204 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 202 133 143 166 61 107 328 2201 153 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: Reduct Vol: 217 0 143 0 154 0 178 0 66 0 115 0 353 2367 0 0 165 0 80 777 1. 00 1. 00 0.93 0.93 86 835 0 0 204 1.00 0.93 219 0 Reduced Vol: 217 143 154 178 66 115 353 2367 165 86 835 219 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 217 143 154 178 66 115 353 2367 165 86 835 219 OvlAdjVol: 130 ------------1 ---------------1I---------------11---------------1 I ---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.21 1.13 1.13 1.25 1.13 Lanes: 2.00 1.00 1.00 2.00 1.00 1.00 2.00 2.81 0.19 2.00 3.00 1.00 Final Sat.: 3600 2000 1800 3600 2000 1800 3600 5449 351 3600 6000 1800 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.06 0 07 0.09 0.05 0.03 0.06 0.10 0.43 0.47 0.02 0.14 0.12 OvlAdjV/S : 0.07 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 7 07/18/2007 13:46 weekday pk hr AM Filename: WEEKDA~l.OUT Wed Jul 18, 2007 13:46:12 Ponto Vision Plan Weekday Conditions AM Peak Hour Level Of Service Computation Report Pa.9.e Page 7-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #105 Armada/ Palomar Airport Rd ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 10 (Y+R=4. o sec) 44 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service: 0.505 xxxxxx A ******************************************************************************** Street Name: Armada Palomar Airport Rd Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ---------------II ---------------1I---------------11---------------1 Control, Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 0 0 1 0 2 0 1 0 1 2 0 3 0 1 1 0 3 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: >> Count Date: 27 Jul 2006 << 7:45 AM TO 8:30 AM Base Vol: 45 12 42 59 9 40 186 2050 121 38 882 Growch Adj: 1.00 1.00 1.00 1.00 1.00 1.00 .1.00 1.00 1.00 1.00 1.00 Initial Bse: 45 12 42 59 9 40 186 2050 121 38 882 183 183 1.00 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 46 12 43 61 9 41 192 2113 125 Reduct Vol: o o o o o o o o o 0.97 0.97 39 909 0 0 0.97 189 0 Reduced Vol: 46 12 43 61 9 41 192 2113 125 39 909 189 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 46 12 43 61 9 41 192 2113 125 39 909 189 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes: 2.00 0.22 0.78 2.00 1.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3600 400 1400 3600 2000 1800 3600 6000 1800 1800 6000 1800 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.03 0.03 0.02 0.00 0.02 0.05 0.35 0.07 0.02 0.15 0.10 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 8 07/18/2007 13:46 weekday pk hr AM Filename: WEEKDA-1.0UT Wed Jul 18, 2007 13:46,12 Ponto Vision Plan Weekday Conditions AM Peak Hour Level Of Service Computation Report Pa9.e Page 8-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #106 Palomar Airport Rd. / Hidden Valley ******************************************************************************** Cycle (sec): Loss Time (sec) Optimal Cycle: 120 Critical Vol./Cap. (X): 10 (Y+R=4.0 sec) Average Delay (sec/veh): 44 Level Of Service: 0.507 xxxxxx A ******************************************************************************** Street Name: Hidden Valley Palomar Airport Rd. Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 I ---------------1 I ---------------1 I ---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 3 0 1 1 0 2 1 0 ------------1---------------11---------------11---------------1 I ---------------1 Volume Module: >> Count Date, 27 Jul 2006 << 7:45 AM TO 8:30 AM Base Vol: 71 6 60 6 O 5 73 1949 104 68 1039 40 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 71 6 60 6 o 5 73 1949 104 68 1039 40 User Adj: PHF Adj: 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 75 Reduct Vol: 0 6 0 63 0 0 0 5 0 77 2052 0 0 109 0 72 10 94 0 0 42 0 Reduced Vol: 75 6 63 6 O 5 77 2052 109 72 1094 42 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 75 6 63 6 0 5 77 2052 109 72 1094 42 ------------1---------------1I---------------11---------------1 I ---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.21 1.13 Lanes: 1.00 0.09 0.91 1.00 1.00 1.00 1.00 3.00 1.00 1.00 2.89 0.11 Final Sat.: 1800 164 1636 1800 2000 1800 1800 6000 1800 1800 5600 200 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.04 0.04 0.04 0.00 0.00 0.00 0.04 0.34 0.06 0.04 0.20 0.21 Crit Moves: **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 9 01/_1_8L2001 13:46 Filename: WEEKDA-1.0UT Pa9.e 10 weekday pk hr AM Wed Jul 18, 2007 13:46:12 Ponca Vision Plan Weekday Conditions AM Peak Hour ------------------ Level Of Service Computation Report Page 9-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #107 College Blvd/ Palomar Airport Rd ******************************************************************************** Cycle (sec) Loss Time (sec) Optimal Cycle: 120 Critical Vol./Cap. (X): 10 (Y+R=4.0 sec) Average Delay (sec/veh): 44 Level Of Service: 0.491 xxxxxx A ******************************************************************************** Street Name, College Blvd Palomar Airport Rd Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------I---------------11---------------1 I---------------I 1---------------I Control: Protected Protected Protected Protected Rights, Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 0 2 0 1 1 0 0 1 1 2 0 3 0 1 2 o 3 O 1 ------------1---------------11---------------1I---------------11---------------1 Volume Module, >> Count Date: 27 Jul 2006 << 7,45 AM TO 8:30 AM Base Vol, 132 482 215 70 82 129 494 1338 51 32 753 25 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 132 482 215 70 82 129 494 1338 51 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj, 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume, 138 502 224 73 85 134 515 1394 53 Reduct Vol: o o O O O o O O o 32 753 1.00 1.00 0. 96 0. 96 33 0 784 0 25 1.00 O. 96 26 0 Reduced Vol: 138 502 224 73 85 134 515 1394 53 33 784 26 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 138 502 224 73 85 134 515 1394 53 33 784 26 ------------1---------------1 I---------------! 1---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes, 2.00 2.00 1.00 1.00 0.78 1.22 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat., 3600 4000 1800 1800 1399 2201 3600 6000 1800 3600 6000 1800 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat, 0.04 0.13 0.12 0.04 0.06 0.06 0.14 0.23 0.03 0.01 0.13 0.01 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 07/18/2007 13:46 weekday pk hr AM Filename: WEEKDA-1.0UT Wed Jul 18, 2007 13:46:12 Ponto Vision Plan weekday Conditions AM Peak Hour Level Of Service Computation Report Pa9.e 11 Page 10-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #108 Palomar Airport/ Camino Vida Roble ******************************************************************************** Cycle (sec): 120 Critical Vol./Cap. (X): Loss Time (sec): 10 (Y+R=4.0 sec) 44 Average Delay (sec/veh): 0. 596 xxxxxx A Optimal Cycle: Level Of Service: ******************************************************************************** Street Name, Approach: Movement: Camino Vida Roble Palomar Airport Road North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------11---------------1 I ---------------1 I ---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 0 0 1 0 1 0 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------1 ---------------1 I ---------------1 I---------------I 1---------------I Volume Module: >> Count Date: 12 Jul 2006 << 7:45 AM TO 8:30 AM Base Vol: 127 103 39 31 21 43 99 996 344 239 1047 305 Growth Adj: 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1. 00 Initial Bse: 127 103 39 31 21 43 99 996 344 239 1047 305 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 137 111 42 33 23 46 106 1071 370 257 1126 328 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 137 111 42 33 23 46 106 1071 370 257 1126 328 PCE AdJ: 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 Final Vol. : 137 111 42 33 23 46 106 1071 370 257 1126 328 ------------1 ---------------1I---------------11---------------1 I ---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.24 1.13 1.13 1.23 1.13 Lanes: 2.00 0.73 0.27 1.00 1.00 1.00 1.00 2.23 0.77 1.00 2.32 0.68 Final Sat.: 3600 1306 494 1800 2000 1800 1800 4414 1386 1800 4582 1218 ----------1---------------11---------------1 I---------------I I ---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.08 0.08 0.02 0.01 0.03 0.06 0.24 0.27 0.14 0.25 0.27 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 Filename: WEEKDA-1.0UT Pa9.e 12 weekday pk hr AM Wed Jul 18, 2007 13:46:13 Ponto Vision Plan Weekday Conditions AM Peak Hour Level Of Service Computation Report Page 11-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) *********************************************** Intersection #109 El Camino Real/ Palomar Airport Road ******************************************************************************** Cycle (sec): Loss Time (sec) Optimal Cycle: Street Name: Approach: 120 10 (Y+R=4.0 sec) 50 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service: 0.680 xxxxxx B El Camino Real Palomar Airport Road North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ---------------1 I ---------------1 I---------------I 1---------------1 Control: Protected Protected Protected Protected Rights: Ovl Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: l O 3 0 2 2 0 3 0 l 2 0 2 l O 2 0 3 0 2 ------------1---------------11---------------1I---------------11---------------1 Volume Module: >> Count Date: Base Vol: 102 559 390 Growth Adj: 1.00 1.00 1.00 Initial Bse: 102 559 390 User Adj: 1.00 1.00 PHF Adj: 0.95 0.95 PHF Volume: 107 588 Reduct Vol: o O 1.00 0.95 411 0 13 Jul 2006 << 7:30 AM TO 8:15 AM 441 677 263 79 517 63 573 1151 1185 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 441 677 263 79 517 1. 00 1. 00 1.00 1. 00 1. 00 0.95 0.95 0.95 0.95 0.95 464 713 277 83 544 0 0 0 0 0 63 1.00 0.95 66 0 573 1151 1. 00 1. 00 0.95 0.95 603 1212 0 0 1185 1.00 0.95 1247 0 Reduced Vol: 107 588 411 464 713 277 83 544 66 603 1212 1247 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 107 588 411 464 713 277 83 544 66 603 1212 1247 OvlAdjVol: O ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.22 1.13 1.13 1.25 1.13 Lanes: 1.00 3.00 2.00 2.00 3.00 1.00 2.00 2.67 0.33 2.00 3.00 2.00 Final Sat.: 1800 6000 3600 3600 6000 1800 3600 5213 587 3600 6000 3600 ------------1 ---------------1 I ---------------1I---------------11---------------1 Capacity Analysis Vol/Sat: 0.06 OvlAdjV/S : Crit Moves: Module: 0.10 0.11 0.00 0.13 0.12 0.15 0.02 0.10 0 .11 0.17 0.20 0.35 ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,46 weekday pk hr AlYI Filename, WEEKDA-1.0UT Wed Jul 18, 2007 13,46,13 Ponto Vision Plan Weekday Conditions AM Peak Hour Level Of Service Computation Report Pa9.e 13 Page 12-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #110 Palomar Airport Road/ El Fuerte ******************************************************************************** Cycle (sec), Loss Time (sec) Optimal Cycle, 120 10 (Y+R=4.0 sec) 94 Critical Vol. /Cap. (X) , Average Delay (sec/veh) Level Of Service, 0. 871 xxx.xxx D ******************************************************************************** Street Name, El Fuerte Palomar Airport Road Approach, North Bound South Bound East Bound West Bound Movement, L T R L T R L T R L T R ------------I---------------11---------------1 I ---------------1 I ---------------1 Control, Protected Protected Protected Protected Rights, Include Include Include Include Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, 2 o 1 1 o 2 0 1 1 0 2 o 3 0 1 1 o 2 1 o ------------I---------------11---------------1 I ---------------1 I ---------------1 Volume Module, >> Count Date, 12 Jul 2006 << 7,30 AM TO 8,30 AM Base Vol, 108 98 54 71 3 14 607 856 17 82 2684 171 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 108 98 54 71 3 14 607 856 17 82 2684 171 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj, 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume, 113 102 56 74 3 15 632 892 18 85 2796 178 Reduct Vol, 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 113 102 56 74 3 15 632 892 18 85 2796 178 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 113 102 56 74 3 15 632 892 18 85 2796 178 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.22 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.21 1.13 Lanes, 2.00 1.29 0.71 2.00 1.00 1.00 2.00 3.00 1.00 1.00 2.82 0.18 Final Sat., 3600 2521 1279 3600 2000 1800 3600 6000 1800 1800 5477 323 ------------1---------------11---------------1 I ---------------1 I ---------------1 Capacity Analysis Module, Vol/Sat, 0.03 0.04 0.04 0.02 0.00 0.01 0.18 0.15 0.01 0.05 0.51 0.55 Crit Moves, ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,46 weekday pk hr AM Filename, WEEKDA-1.0UT Wed Jul 18, 2007 13,46,13 Ponto Vision Plan Weekday Conditions AM Peak Hour Level Of Service Computation Report Pa9.e 14 Page 13-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #111 Palomar Airport Road/ Melrose Drive ******************************************************************************** Cycle (sec) , Loss Time ( sec) Optimal Cycle, 120 10 (Y+R=4. o sec) 50 Critical Vol./Cap. (X), Average Delay (sec/veh) Level Of Service, 0.685 xxxxxx B ******************************************************************************** Street Name: Melrose Drive Palomar Airport Road Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control, Permitted Protected Protected Protected Rights, Include Include Ignore Include Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, 2 o 3 o 1 2 O 2 O 2 2 o 2 1 O 2 o 3 o 1 ------------1---------------11---------------11---------------11---------------1 Volume Module, >> Count Date, 12 Jul 2006 << 7,30 AM TO 8,15 AM Base Vol, 413 o 262 o 0 o o 949 88 271 2627 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 tial Bse, 413 o 262 o o o o 949 88 271 2627 o 0 0 949 User Adj, PHF Adj, PHF Volume, Reduct Vol, 1.00 1.00 0.97 0.97 426 0 0 0 1.00 0.97 270 0 1. 00 1. 00 0.97 0.97 0 0 0 0 1.00 0.97 0 0 1.00 1.00 0.97 0.97 0 978 0 0 0.00 0.00 0 0 1. 00 1. 00 0.97 0.97 279 2708 0 0 1.00 0.97 o 0 Reduced Vol, 426 0 270 0 0 O O 978 0 279 2708 0 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol., 426 o 270 o o o o 978 o 279 2708 o ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.21 1.13 1.13 1.25 1.13 Lanes, 2.00 3.00 1.00 2.00 2.00 2.00 2.00 3.00 0.00 2.00 3.00 1.00 Final Sat., 3600 6000 1800 3600 4000 3600 3600 5800 0 3600 6000 1800 ------------1 ---------------II ---------------1I---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.12 0.00 0.15 0.00 0.00 0.00 0.00 0.17 0.00 0.08 0.45 0.00 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,46 Filename, WEEKDA-1.0UT Pa9.e 15 weekday pk hr AM Wed Jul 18, 2007 13,46,13 Ponto Vision Plan Weekday Conditions il.M Peak Hour Level Of Service Computation Report Page 14-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #112 Carlsbad Blvd. / Island Way. ******************************************************************************** Cycle (sec) , Loss Time (sec) Optimal Cycle, 100 10 (Y+R-4.0 sec) 37 Critical Vol./Cap. (X), Average Delay (sec/veh) Level Of Service, 0.316 xxxxxx A *****************************************************************************~** Street Name, Approach, Movement: Carlsbad Blvd. Island Way North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1 ---------------1I---------------11---------------1 I ---------------1 Protected Protected Protected Protected Control, Rights, Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------I ---------------11---------------1I---------------11---------------1 Volume Module, >> Count Date: 12 Jul 2006 << 7,30 AM TO 8,15 AM Base Vol: 0 347 15 29 772 0 0 0 0 14 0 10 Growth Adj, 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 Initial Bse, 0 347 15 29 772 0 0 0 0 14 0 10 User Adj, 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 PHF Adj: 0.92 0.92 0.92 0. 92 0. 92 0.92 0. 92 0. 92 0. 92 0. 92 0. 92 0.92 PHF Volume, 0 377 16 32 839 0 0 0 0 15 0 11 Reduct Vol, 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 0 377 16 32 839 0 0 0 0 15 0 11 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 0 377 16 32 839 0 0 0 0 15 0 11 ------------1 ---------------1I---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.19 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes, 0.00 1.92 0.08 1.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat., 0 3651 149 1800 4000 O O O O 1800 0 1800 ------------1 ---------------1 I ---------------1 I ---------------1 I ---------------1 Capacity Analysis Module, Vol/Sat, 0.00 0.10 0.11 0.02 0.21 0.00 0.00 0.00 0.00 0.01 0.00 0.01 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,46 Filename, WEEKDA-1.0UT Pa9.e 16 weekday pk hr AM Wed Jul 18, 2007 13:46,13 Ponto Vision Plan Weekday Conditions AM Peak Hour Level Of Service Computation Report Page 15-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #113 Carlsbad Blvd/ Breakwater Rd. ********************~*********************************************************** Cycle (sec), Loss Time (sec) Optimal Cycle, Street Name: Approach, 100 10 (Y+R=4.0 sec) 37 Carlsbad Blvd Critical Vol./Cap. (X), Average Delay (sec/veh), Level Of Service, Breakwater Rd. 0.318 xxxxxx A North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------I 1---------------1I---------------11---------------1 Control, Permitted Protected Protected Protected Rights, Include Include Include Include Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, 1 o 1 1 o 1 o 2 o o o o O O O 1 o o o 1 ------------1---------------11---------------1 I ---------------1 I ---------------1 Volume Module, >> Count Date: 12 Jul 2006 << 7,30 AM TO 8,15 AM Base Vol, 9 347 8 12 771 0 0 0 0 20 0 7 Growth Adj, 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1. 00 1.00 Initial Bse, 9 347 8 12 771 0 0 0 0 20 0 7 User Adj, 1. 00 1. 00 1.00 1. DO 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 PHF Adj, 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume, 10 386 9 13 857 0 0 0 0 22 0 8 Reduct Vol, 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 10 386 9 13 857 o o O O 22 o 8 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 10 386 9 13 857 0 0 0 0 22 O 8 ------------1---------------11---------------1I---------------11---------------1 Saturation Flow Module: Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.19 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes, 1.00 1.95 0.05 1.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat., 1800 3719 81 1800 4000 0 0 0 0 18D0 0 1800 ------------1 ---------------1 I---------------I1---------------11---------------1 Capacity Analysis Module, Vol/Sat: 0.01 0.10 0.11 0.01 0.21 0.00 0.00 0.00 0.00 0.01 0.00 0.00 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 weekday pk hr AM Filename: WEEKDA-1.0UT Wed Jul 18, 2007 13:46:13 Ponto Vision Plan Weekday Conditions AM Peak Hour Level Of Service Computation Report Pa.9.e 17 Page 16-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #114 Carlsbad Blvd. / Poinsettia Lane ******************************************************************************** Cycle ( sec) : 100 Loss Time (sec): 10 (Y+R=4.0 sec) 44 Critical Vol./Cap. (X), Average Delay (sec/veh): 0.510 xxxxxx A Optimal Cycle: Level Of Service: ******************************************************************************** Street Name: Carlsbad Blvd. Poinsettia Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 I ---------------1 I ---------------1 I ---------------1 Control: Protected Protected Protected Permitted Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 2 0 1 2 0 2 0 1 1 0 1 0 1 0 1 0 1 0 ------------1---------------11---------------11---------------11---------------I Volume Module: >> Count Date: 8 Aug 2006 << 8:00 AM TO 8:45 AM Base Vol: 1 385 93 129 827 29 15 40 14 271 4 79 Growth Adj: 1. 00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 Initial Bse, 1 385 93 129 827 29 15 40 14 271 4 79 User Adj: 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 1 410 99 137 880 31 16 43 15 288 4 84 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 410 99 137 880 31 16 43 15 288 4 84 PCE Adj: 1. 00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 MLF Adj: 1. 00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 Final Vol. : 1 410 99 137 880 31 16 43 15 288 4 84 ------------1---------------1 I ---------------1 I ---------------1 I ---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.13 1.13 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 1 00 0.55 0.45 Final Sat.: 1800 4000 1800 3600 4000 1800 1800 2000 1800 1800 997 803 ------------1 ---------------1 I ---------------1I---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.10 0.05 0.04 0.22 0.02 0.01 0.02 0.01 0.18 0.00 0.10 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE I 07/18/2007 13:46 weekday pk hr AM Filename: WEEKDA-1.0UT Wed Jul 18, 2007 13:46:13 Ponto Vision Plan Weekday Conditions AM Peak Hour ------------------ Level Of Service Computation Report Pa.9.e 18 Pagel7-l ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #115 Avenida Encinas / Poinsettia Lane ********************7*********************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 10 (Y+R=4. o sec) 44 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service: 0.431 xxxxxx A Street Name: Avenida Encinas Poinsettia Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ---------------II ---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 1 0 1 1 O 1 0 1 1 0 2 1 0 2 0 2 O 1 ------------1---------------1I---------------11---------------11---------------1 Volume Module: >> Count Date: 9 Aug 2006 << 8:00 AM TO 8:45 AM Base Vol: 29 31 241 ll5 59 30 13 98 38 291 232 167 Growth Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 Initial Bse: 29 31 241 115 59 30 13 98 38 291 232 167 User Adj: 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0. 91 0. 91 0. 91 0. 91 0.91 0.91 0.91 PHF Volume: 32 34 265 126 65 33 14 108 42 320 255 184 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 32 34 265 126 65 33 14 108 42 320 255 184 PCE Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 32 34 265 126 65 33 14 108 42 320 255 184 ------------1---------------11---------------1I---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.24 1.13 1.13 1.25 1.13 Lanes, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.16 0.84 2.00 2.00 1.00 Final Sat.: 1800 2000 1800 1800 2000 1800 1800 4291 1509 3600 4000 1800 ------------1---------------I I ---------------1I---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.15 0.07 0.03 0.02 0.01 0.03 0.03 0.09 0.06 0.10 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 weekday pk hr AM Filename, WEEKDA-1.0UT Wed Jul 18, 2007 13:46:14 Ponto Vision Plan Weekday Conditions Al\11 Peak Hour Level Of Service Computation Report Pa.9.e 19 Page 18-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #116 I-5 SB Ramps / Poinsettia Lane ******************************************************************************** Cycle (sec), Loss Time (sec) Optimal Cycle, Street Name: 100 10 (Y+R=4.0 sec) 37 Critical Vol./Cap. (X): Average Delay (sec/veh), Level Of Service, I-5 SB Ramps Poinsettia Lane 0.476 xxxxxx A Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ---------------1 I ---------------1 I ---------------1 I ---------------1 Control, Rights, Protected Permitted Protected Protected Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 0 0 0 0 0 1 1 0 0 l O O 2 0 1 2 0 2 0 0 ------------1---------------11---------------11---------------1 I ---------------1 Volume Module: >> Base Vol, O Growth Adj, 1.00 Initial Bse, 0 User Adj, 1.00 PHF Adj: 0.93 PHF Volume, 0 Reduct Vol, Count Date: 9 Aug 2006 << 8:15 AM TO 9:00 AM 0 0 203 1 194 0 425 91 1.00 1.00 0 0 1.00 1.00 0.93 0.93 0 0 0 0 1.00 203 1.00 0. 93 218 0 1.00 1 1.00 0.93 1 0 1.00 1. 00 1. 00 1.00 194 0 425 91 1.00 1. 00 l. 00 1.00 0.93 0.93 0.93 0.93 209 0 457 98 0 0 0 0 487 569 1. 00 1. 00 487 569 1.00 1.00 0.93 0.93 524 0 612 0 0 1.00 0 1.00 0.93 0 0 Reduced Vol, PCE Adj, 0 1 209 0 457 98 0 218 1 209 0 457 98 524 612 0 MLF Adj: Final Vol.: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 0 0 218 1 209 0 457 98 524 612 0 ------------1---------------11---------------1 I ---------------1 I ---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes, 0.00 0.00 0.00 1.99 0.01 1.00 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat., o O o 3582 18 1800 o 4000 1800 3600 4000 O ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.06 0.06 0.12 0.00 0.11 0.05 0.15 0.15 0.00 Crit Moves: **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 07b_s12007 13,46 FilenaMe: WEEKDA-1.0UT Pa.9.e 20 weekday pk hr AM Wed Jul 18, 2007 13,46:14 Ponto Vision Plan Weekday Conditions AM Peak Hour Level Of Service Computation Report Page 19-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #117 I-5 NB Ramps/ Poinsettia Lane ******************************************************************************** Cycle (sec), Loss Time (sec) Optimal Cycle, 100 10 (Y+R=4. o sec) 43 Critical Vol. /Cap. (X) , Average Delay (sec/veh): Level Of Service, 0.639 xxxxxx B ******************************************************************************** Street Name, Approach, Movement: I-5 NB Ramps Poinsettia Lane North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------I1---------------11---------------11---------------1 Control: Permitted Protecced Protected Protected Rights: Include Include Include Include Min. Green: O o O o O o o O o o o 0 Lanes: o 1 o o 2 o o o o o 1 o 2 o o o o 3 o 1 ------------1---------------11---------------11---------------11---------------1 Volume Module, >> Count Date, 9 Aug 2006 << 8:00 AM TO 8,45 AM Base Vol: 179 6 738 0 0 0 160 504 O O 795 383 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 179 6 738 O O O 160 504 0 0 795 383 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 190 6 785 0 0 0 170 536 0 0 846 407 Reduct Vol: O o O o O O o O o o o o Reduced Vol, 190 6 785 O O O 170 536 o o 846 407 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 190 6 785 0 0 0 170 536 0 0 846 407 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 AdJustment, 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes, 0.97 0.03 2.00 o.oo o.oo 0.00 1.00 2.00 0.00 o.oo 3.00 1.00 Final Sat.: 1742 58 3600 o O o 1800 4000 o o 6000 1800 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat, 0.12 0.11 0.22 0.00 0.00 0.00 0.09 0.13 0.00 0.00 0.14 0.23 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 07/18/2007 13 :46 Filename: WEEKDA~l.OUT Pa9.e 21 weekday pk hr AM Wed Jul 18, 2007 13:46:14 Ponto Vision Plan Weekday Conditions AM Peak Hour Level Of Service Computation Report Page 20-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #118 Paseo Del Norte/ Poinsettia Lane ******************************************************************************** Cycle (sec): Loss Time (sec) Optimal Cycle: Street Name: Approach: 100 10 (Y+R=4. O sec) 44 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: Paseo Del Norte Poinsettia Lane 0.552 xxxxxx A North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------II---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 o o 1 o 1 o 0 1 0 2 0 2 0 1 1 0 1 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: >> Count Date: 9 Aug 2006 << 8:00 AM TO 8:45 AM Base Vol: 24 4 20 68 2 302 212 965 22 4 725 68 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 Initial Bse: 24 4 20 68 2 302 212 965 22 4 725 68 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 25 4 21 72 2 321 225 1024 23 4 770 72 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 25 4 21 72 2 321 225 1024 23 4 770 72 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 25 4 21 72 2 321 225 1024 23 4 770 72 ------------1---------------I1---------------11---------------1 I ---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 AdJustment: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.19 1.13 Lanes: 1.00 0.17 0.83 1.00 0.01 0.99 2.00 2.00 1.00 1.00 1.83 0.17 Final Sat.: 1800 300 1500 1800 12 1788 3600 4000 1800 1800 3491 309 ------------I---------------II---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.01 0.01 0.04 0.18 0.18 0.06 0.26 0.01 0.00 0.22 0.23 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 weekday pk hr AM Filename: WEEKDA~l.OUT Wed Jul 18, 2007 13:46:14 Ponto Vision Plan Weekday Conditions AM Peak Hour ------------------ Level Of Service Computation Report Pa9.e 22 Page 21-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #119 Paseo Del Norte/ Camino de las Ondas ******************************************************************************** Cycle (sec): Loss Time (sec) Optimal Cycle: 100 10 (Y+R=4.0 sec) 44 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service: 0.483 xxxxxx A ******************************************************************************** Street Name: Paseo Del Norte Camino de las Ondas Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, 1 o o 1 o 1 o o 1 o 1 o o 1 o 1 O o 1 o ------------1---------------11---------------11---------------11---------------1 Volume Module: >> Count Date: 26 Jul 2006 << 8:00 AM TO 8:45 AM Base Vol: 11 197 149 31 150 7 20 3 33 207 6 58 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 11 197 149 31 150 7 20 3 33 207 6 58 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 12 219 166 34 167 8 22 3 37 230 7 64 Reduct Vol: O O O O o O o o o o o o Reduced Vol: 12 219 166 34 167 8 22 3 37 230 7 64 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 12 219 166 34 167 8 22 3 37 230 7 64 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Lanes: 1.00 0.57 0.43 1.00 0.96 0.04 1.00 0.08 0.92 1.00 0.09 0.91 Final Sat.: 1800 1025 775 1800 1720 80 1800 150 1650 1800 169 1631 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.21 0.21 0.02 0.10 0.10 0.01 0.02 0.02 0.13 0.04 0.04 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 Filename: WEEKDA-1.0UT Page 23 weekday pk hr AM Wed Jul 18, 2007 13:46:14 Ponto Vision Plan Weekday Conditions AM Peak Hour Level Of Service Computation Report Page 22-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #120 Batiquitos Dr. / Poinsettia Lane ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 10 (Y+R-4.0 sec) 44 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service, 0.625 xxxxxx B ******************************************************************************** Street Name: Batiquitos Dr. Poinsettia Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------1 I ---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 1 O 1 1 0 1 O 1 1 O 1 1 0 1 O 1 1 O ------------1---------------1I---------------11---------------1 I ---------------1 Volume Module: >> Count Date: 26 Jul 2006 << 7:45 AM TO 8:30 AM Base Vol: 238 13 17 16 15 108 33 911 152 11 630 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 238 13 17 16 15 108 33 911 152 11 630 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 18 1.00 18 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 253 14 18 17 16 115 35 969 162 Reduct Vol: 0 0 0 0 0 0 0 0 0 12 0 670 0 19 0 Reduced Vol, 253 14 18 17 16 115 35 969 162 12 670 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 253 14 18 17 16 115 35 969 162 12 670 19 ------------1---------------11---------------1 I ---------------1 I ---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.20 1.13 1.13 1.19 1.13 Lanes, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.71 0.29 1.00 1.94 0.06 Final Sat.: 1800 2000 1800 1800 2000 1800 1800 3285 515 1800 3700 100 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.14 0.01 0.01 0.01 0.01 0.06 0.02 0.30 0.31 0.01 0.18 0.19 Crit Moves: **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 weekday pk hr AM Filename: WEEKDA-1.0UT Wed Jul 18, 2007 13:46:14 Ponto Vision Plan Weekday Conditions AM Peak Hour Level Of Service Computation Report Page 24 Page 23-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #121 Aviara Parkway/ Poinsettia Lane ******************************************************************************** Cycle (sec) : Loss Time (sec) Optimal Cycle: 100 10 (Y+R=4.0 sec) 44 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service: 0.453 xxxxxx A ******************************************************************************** Street Name: Aviara Parkway Poinsettia Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 0 1 1 O 1 0 1 1 0 2 0 1 0 2 1 0 1 1 o ------------1---------------11---------------11---------------11---------------1 Volume Module, >> Count Date: 8 Aug 2006 << 8:00 AM TO 8:45 AM Base Vol: 252 228 2 Growth Adj: 1.00 Initial Bse: 252 User Adj : 1. 00 PHF Adj : 0 . 96 PHF Volume: Reduct Vol: 263 0 1.00 1.00 228 2 1.00 1.00 0. 96 0.96 238 2 0 0 17 129 71 497 271 249 1. 00 1. 00 1.00 1.00 1.00 1.00 17 12 9 71 497 271 249 1. 00 1. 00 1.00 1.00 1.00 1.00 0.96 0.96 0. 96 0. 96 0. 96 0. 96 18 134 74 518 282 259 0 0 0 0 0 0 Reduced Vol: 263 238 2 18 134 74 518 282 259 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 263 238 2 18. 134 74 518 282 259 OvlAdjVol: 0 10 221 51 1.00 1.00 1.00 10 221 51 1. 00 1. 00 1.00 0.96 0.96 0.96 10 230 53 0 0 0 10 230 53 1.00 1.00 1.00 1.00 1.00· 1.00 10 230 53 ------------1---------------I I---------------! I ---------------1 I---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.19 1.13 1.13 1.22 1.13 1.13 1.25 1.13 1.13 1.20 1.13 Lanes: 2.00 1.98 0.02 1.00 1.29 0.71 2.00 1.00 2.00 1.00 1.62 0.38 Final Sat., 3600 3769 31 1800 2522 1278 3600 2000 3600 1800 3125 675 -----------1---------------I I ---------------1 I ---------------1 I ---------------1 Capacity Analysis Module: Vol/Sat: 0.07 0.06 0.07 0.01 0.05 0.06 0.14 0.14 0.07 0.01 0.07 0.08 OvlAdjV/S : o.oo Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 01filL2001 13:46 Filename: WEEKDA-1.OUT Pa.9.e 25 weekday pk hr AM Wed Jul 18, 2007 13:46:14 Ponto Vision Plan Weekday Conditions AM Peak Hour ------------------ Level Of Service Computation Report Page 24-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #122 El Camino Real / Cassia ******************************************************************************** Cycle (sec) 120 Critical Vol./Cap. (X): Loss Time (sec): 10 (Y+R=4. 0 sec) 37 Average Delay (sec/veh): 0.533 xxxxxx A Optimal Cycle: Level Of Service: ******************************************************************************** Street Name: El Camino Real Cassia Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ---------------I 1---------------1 I ---------------1 I ---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 2 0 0 1 0 2 1 0 1 0 0 1 0 0 0 0 0 0 ------------1---------------1I---------------11---------------11---------------1 Volume Module: >> Count Date: 13 Jul 2006 << 8:00 AM TO 8:45 AM Base Vol: 63 1046 0 5 781 77 293 0 113 0 0 0 Growth Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 Initial Bse: 63 1046 0 5 781 77 293 0 113 0 0 0 User Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9S PHF Volume: 66 1101 0 5 822 81 308 0 119 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 66 1101 0 5 822 81 308 0 119 0 0 0 PCE Adj: 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 MLF Adj: 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 Final Vol.: 66 1101 0 5 822 81 308 0 119 0 0 0 ------------1 ---------------1I---------------11---------------1 I ---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.22 1.13 1.13 1.13 1.13 1.13 1.25 1.13 Lanes, 1.00 2.00 o.oo 1.00 2.73 0.27 1.00 0.00 1.00 o.oo 0.00 o.oo Final Sat.: 1800 4000 o 1800 5315 485 1800 O 1800 O O O ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.28 0.00 0.00 0.15 0.17 0.17 0.00 0.07 0.00 0.00 0.00 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowiing Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 Filename: WEEKDA-1.OUT Pa.9.e 26 weekday pk hr AM Wed Jul 18, 2007 13,46:14 Ponto Vision Plan Weekday Conditions AM Peak Hour Level Of Service Computation Report Page 25-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #123 El Camino Real/ Camino Vida Roble ******************************************************************************** Cycle (sec), Loss Time (sec) Optimal Cycle, 120 10 (Y+R=4.0 sec) 37 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service: 0. 413, xxxxxx A ******************************************************************************** Street Name: El Camino Real Camino Vida Roble Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Permitted Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 0 2 0 0 0 0 2 1 0 1 0 1! 0 1 0 0 0 0 0 ------------1---------------1 l-~-------------1I---------------11---------------I Volume Module: >> Count Date: 13 Jul 2006 << 8,00 AM TO 8,45 AM Base Vol: 328 1044 0 0 774 142 55 0 67 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 328 1044 o o 774 142 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.86 0.86 0.86 0.86 0.86 0.86 PHF Volume: 381 1214 0 0 900 165 1. 00 1. 00 55 0 1. 00 1. 00 0.86 0.86 64 0 1.00 67 1.00 0.86 78 0 0 0 1.00 1.00 1.00 0 0 0 1.00 1.00 1.00 0.86 0.86 0.86 0 0 0 Reduct Vol: o o o o o o o 0 o o o o· Reduced Vol: 381 1214 0 o 900 165 64 0 78 o o o· PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. 381 1214 0 0 900 165 64 0 78 0 0 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.22 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes: 2.00 2.00 0.00 0.00 2.53 0.47 1.35 0.01 1.64 0.00 0.00 0.00 Final Sat.: 3600 4000 0 0 4963 837 2434 o 2966 o O 0 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.11 0.30 0.00 0.00 0.18 0.20 0.03 0.00 0.03 0.00 0.00 0.00 Crit Moves: **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 Filename: WEEKDA-1.0UT Pa9.e 27 weekday pk hr AM Wed Jul 18, 2007 13:46:15 Ponto Vision Plan Weekday Conditions AM Peak Hour Level Of Service Computation Report Page 26-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #124 Carlsbad Blvd/ Ponto Drive * * * * * * * * * ** * * * ** * * * * * * * * * * * * * * * * * * * ** * * * * * * * ** * * * * * * ** * * * * * * * * * * * * * * * * ~·*·*·* * * * * * Cycle (sec): 100 Critical Vol ./Cap. (X): \ o·:3;7) Loss Time (sec): 10 (Y+R~4. 0 sec) Average Delay (sec/veh): xxx.xxxj Optimal Cycle: 37 Level Of Service: "-...__A ******************************************************************************** Street Name, Approach: Carlsbad Blvd Ponto Drive North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ---------------1 I ---------------1 I---------------I 1---------------1 Control: Protected Protected Protected Permitted Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 1 1 0 1 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------1---------------11---------------11---------------I 1---------------1 Volume Module: >> Count Base Vol: 58 355 Growth Adj: 1.00 1.00 Initial Bse, 58 355 User Adj: 1.00 1.00 PHF Adj: 0.97 0.97 PHF Volume: 60 366 Reduct Vol: 0 o Date, 8 1.00 8 1.00 0.97 8 0 26 Jul 2006 << 7:30 AM TO 8:15 AM 11 906 0 0 0 0 1. 00 1. 00 1.00 1. 00 1. 00 1.00 11 906 0 0 0 0 1. 00 1. 00 1.00 1. 00 1. 00 1.00 0.97 0.97 0.97 0.97 0.97 0.97 11 934 0 0 0 0 0 0 0 0 0 0 19 0 18 1. 00 1. 00 1.00 19 0 18 1. 00 1. 00 1.00 0.97 0.97 0.97 20 0 19 0 0 0 Reduced Vol: 60 366 8 11 934 0 0 0 0 20 0 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 60 366 8 11 934 0 0 0 0 20 0 19 ------------1---------------11---------------1I---------------11---------------1 Saturation Flow Module: Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.19 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes, 1.00 1.96 0.04 1.00 2.00 0.00 o.oo o.oo 0.00 1.00 0.00 1.00 Final Sat.: 1800 3721 79 1800 4000 o o o o 1800 o 1800 ------------1---------------I I ---------------1I---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.10 0.10 0.01 0.23 0.00 0.00 0.00 0.00 0.01 0.00 0.01 Crit Moves: **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 weekday pk hr AM Filename: WEEKDA-1.0UT Wed Jul 18, 2007 13,46:15 Ponto Vision Plan Weekday Conditions AM Peak Hour Level Of Service Computation Report Pa9.e 2 8 Page 27-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #125 Carlsbad Blvd. / Beach Way ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 10 (Y+R-4.0 sec) 21 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.164 xxxxxx A ******************************************************************************** Street Name: Carlsbad Blvd. Beach Way Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R -----------1 ---------------1I---------------11---------------11---------------1 Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: o o o o o o o o o o o Lanes, 1 0 1 1 0 1 0 2 0 0 0 1 0 0 1 1 o o o 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 58 0 0 0 0 0 58 0 0 0 0 0 Growth Adj: 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 Initial Bse: 58 0 0 0 0 0 58 0 0 0 0 0 User Adj: 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 PHF Adj: 1. 00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 Pf!F Volume: 58 0 0 0 0 0 58 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 58 0 0 0 0 0 58 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 MLF Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 Final Vol. 58 0 0 0 0 0 58 0 0 0 0 0 ------------1 ---------------I 1---------------1I---------------11---------------1 Saturation Flow Module: Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.13 1.13 1.13 1.25 1.13 Lanes: 1.00 2.00 o.oo 1.00 2.00 o.oo 1.00 o.oo 1.00 1.00 0.00 1.00 Final Sat. : 1800 4000 0 1800 4000 0 1800 0 1800 1800 0 1800 ------------1 ---------------1 I ---------------1I---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.00 0.00 0.00 0.00 0.00 0.03 0.00 o.oo 0.00 0.00 0.00 Crit Moves: **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,46 weekday pk hr AM Filename, WEEKDA-1.0UT Wed Jul 18, 2007 13,46,15 Ponto Vision Plan Weekday Conditions AM Peak Hour Level Of Service Computation Report Pag_e 29 Page 28-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #126 Carlsbad Blvd. / Avenida Encinas ******************************************************************************** Cycle (sec), Loss Time (sec), Optimal Cycle, 100 10 (Y+R=4.0 sec) 37 Critical Vol./Cap. (X), Average Delay (sec/veh), Level Of Service, 0.400 xxxxxx A ******************************************************************************** Street Name, Approach, Movement: Carlsbad Blvd Avenida Encinas North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Protected Protected Protected Permitted Control, Rights, Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 0 O 2 O 1 1 O 2 0 0 0 0 0 0 0 1 0 l! 0 0 ------------1---------------1I---------------11---------------11---------------1 Volume Module, >> Count Date, 26 Jul 2006 << 8,00 AM TO 8,45 AM Base Vol, 0 353 140 7 908 0 0 0 0 194 0 14 Growth Adj, 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 Initial Bse, 0 353 140 7 908 0 0 0 0 194 0 14 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 PHF Adj, 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume, 0 372 147 7 956 0 0 0 0 204 0 15 Reduct Vol, 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 0 372 147 7 956 0 0 0 0 204 ·o 15 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 l. 00 MLF Adj, 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 Final Vol. , 0 372 147 7 956 0 0 0 0 204 0 15 ------------1---------------11---------------1 I ---------------1 I ---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes, o.oo 2.00 1.00 1.00 2.00 o.oo o.oo 0.00 o.oo 1.87 o.oo 0.13 Final Sat., 0 4000 1800 1800 4000 0 0 O O 3358 0 242 ------------1 ---------------1I---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.00 0.09 0.08 0.00 0.24 0.00 0.00 0.00 0.00 0.06 0.00 0.06 Crit Moves, ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,46 Filename, WEEKDA-1.0UT Pag_e 3 o weekday pk hr AM Wed Jul 18, 2007 13,46,15 Page 29-1 Ponto Vision Plan Weekday Conditions AM Peak Hour ------------------ Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #127 Ponto Dr. / Avenida Encinas ******************************************************************************** Average Delay (sec/veh) 0.0 Worst Case Level Of Service: o. o l ******************************************************************************** Street Name, Approach, Movement: Ponto Dr Avenida Encinas North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------I1---------------11---------------11---------------1 Control, Stop Sign Stop Sign Uncontrolled Uncontrolled Rights, Include Include Include Include Lanes, O O 1! 0 0 0 0 1! 0 0 1 0 1 0 1 1 O O 1 0 ------------1 ---------------I1---------------11---------------1 I ---------------1 Volume Module, Base Vol, Growth Adj, Initial Bse, User Adj, PHF Adj, PHF Volume, Reduct Vol, Final Vol. , 0 0 0 0 0 0 0.00 0.00 0.00 o.oo 0.00 0.00 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 o.oo 0 0 0 o.oo 0.00 0.00 0 0 0 0.00 0.00 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 ------------1 ---------------II ---------------11---------------11---------------1 Critical Gap Module, Critical Gp, 0.0 0.0 0.0 o.o 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 FollowUpTim, 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ------------1 ---------------II ---------------11---------------11---------------1 Capacity Module, Cnflict Vol, 0 0 0 0 0 0 0 O O O O 0 Potent Cap., O O O O O O O O O O o O Move Cap., 1 1 1 1 1 1 1 1 1 1 1 1 Volume/Cap, 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 o.oo o.oo o.oo o.oo o.oo ------------1---------------II---------------11---------------11---------------1 Level Of Service Module, 2Way95thQ, 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 o.o 0.0 0.0 Control Del, 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 LOS by Move, Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap. , 0 0 0 0 0 0 0 0 0 0 0 0 SharedQueue, 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 Shrd ConDel, 1.0 1. 0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1. 0 Shared LOS, ApproachDel, 0.0 0.0 0.0 0.0 ApproachLOS, Note, Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE o7D~L2007 13,46 weekday pk hr AM Filename, WEEKDA-1.0UT Wed Jul 18, 2007 13,46,15 Ponto Vision Plan Weekday Conditions AM Peak Hour Level Of Service Computation Report Page 31 Page 30-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #128 Carlsbad Blvd. / La Costa Ave. ******************************************************************************** Cycle (sec) , Loss Time (sec), Optimal Cycle, 100 10 (Y+R=4.0 sec) 39 Critical Vol./Cap. (X), Average Delay (sec/veh), Level Of Service, 0.581 xxxxxx A ******************************************************************************** Street Name, Approach, Movement: Carlsbad Blvd. La Costa Ave. North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------11---------------1I---------------11---------------1 Control, Protected Protected Protected Permitted Rights, Ignore Include Include Ignore Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, o o 2 o 1 1 o 2 o o O O O O o 1 O O O 1 ------------1---------------11---------------1 I ---------------1 I ---------------1 Volume Module, >> Count Date, 25 Jul 2006 << 7,15 AM TO 8,00AM Base Vol, o 222 124 221 1016 o O O o 356 o 156 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, o 222 124 221 1016 O o O O 356 O 156 User Adj, 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj, 0.94 0.94 0.00 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.00 PHF Volume, 0 236 O 235 1081 0 0 0 0 379 O 0 Reduct Vol, O O O O O O O o o O o o Reduced Vol, O 236 O 235 1081 O O o o 379 O o PCE Adj, 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj, 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol., 0 236 0 235 1081 O O O O 379 0 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes, 0.00 2.00 1.00 1.00 2.00 0.00 o.oo 0.00 0.00 1.00 0.00 1.00 Final Sat., o 4000 1800 1800 4000 o O O O 1800 O 1800 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.00 0.06 0.00 0.13 0.27 0.00 0.00 0.00 0.00 0.21 0.00 0.00 Crit Moves: **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING; IRVINE 07/..1.§J.2007 13,46 weekday pk hr AM Filename, WEEKDA-1.0UT Wed Jul 18, 2007 13,46,15 Ponto Vision Plan Weekday Conditions AM Peak Hour ------------------ Level Of Service Computation Report Page 32 Page 31-1 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #129 Vulcan/ La Costa Ave. ******************************************************************************** Average Delay (sec/veh) 5.5 Worst Case Level Of Service, D[ 27,8] ******************************************************************************** Street Name, Approach, Vulcan La Costa Ave. North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------II---------------11---------------1 I ---------------1 Control, Rights: Stop Sign Stop Sign Uncontrolled Uncontrolled Include Include Include Include Lanes: 0 0 l! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 ------------1---------------11---------------11---------------11---------------1 Volume Module, >> Count Date, 25 Jul 2006 << 7,45 AM TO 8,30 AM Base Vol, 57 O 124 O o o O 310 46 161 471 O :h Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ial Bse, 57 o 124 O o o O 310 46 161 471 O 1.00 1.00 1 0 124 0 0 0 j, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 1.00 1.00 1 0. 91 0.91 0 iume, 63 0 136 O O O O 341 51 177 518 O 0 136 Reduct Vol, o o o o o o O o O o o O Final Vol., 63 O 136 0 O O O 341 51 177 518 0 ------------1---------------11---------------11---------------11---------------1 Critical Gap Module, Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------1---------------11---------------11---------------11---------------1 Capacity Module, Cnflict Vol: 1237 xxxx 366 xx.xx xxxx xxxxx xxxx xxxx xxxxx 391 xxxx xxxxx Potent Cap.: 196 xxxx 684 xxxx xxxx xxxxx xxxx xxxx xxxxx 1178 xxxx xxxxx Move Cap.: 171 xxxx 684 xxxx xxxx xxxxx xxxx xx.xx xxxxx 1178 xx.xx xxxxx Volume/Cap: 0.37 xxxx 0.20 xxxx xxxx xxxx xxxx xxxx xxxx 0.15 xxxx xxxx ------------1---------------11---------------11---------------11---------------1 Level Of Service Module, 2Way95thQ, xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx LOS by Move, * * Movement: LT -LTR -RT Shared Cap. xxxx 352 xxxxx SharedQueue,xxxxx 3.3 xxxxx Shrd ConDel,xxxxx 27.8 xxxxx Shared LOS, * D * ApproachDel, 27.8 ApproachLOS, D xxxx xxxx xxxxx xxxx xxxx xxxxx O . 5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.6 xxxx xxxxx * * * A * LT -LTR -RT LT -LTR -RT LT -LTR -RT xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.6 xxxx xxxxx A xxxxxx xxxxxx xxxxxx ******************************************************************************** Note, Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/l007 13,46 weekday pk hr AM Filename, WEEKDA-1.0UT Wed Jul 18, 2007 13,46,15 Ponto Vision Plan Weekday Conditions AM Peak Hour ------------------ Level Of Service Computation Report Pa.9.e 33 Page 32-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #130 I-5 SB Ramps/ La Costa Ave. ******************************************************************************** Cycle ( sec) , Loss Time (sec) Optimal Cycle, 100 10 (Y+R-4.0 sec) 37 Critical Vol./Cap. (X), Average Delay (sec/veh) Level Of Service, 0.539 xxxxxx A ******************************************************************************** I-5 SB Ramps La Costa Ave. Street Name, Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ---------------I 1---------------1 I ---------------1 I ---------------1 Control, Rights, Protected Permitted Protected Protected Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, 0 0 0 0 0 1 1 0 0 1 0 0 1 1 0 2 0 2 0 0 ------------1---------------I1---------------11---------------11---------------1 Volume Module, >> Count Date, 27 Jul 2006 << 8,15 AM TO 9,00 AM Base Vol, o o o 658 4 346 O 487 61 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: o o o 658 4 346 o 487 61 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 295 447 1.00 1.00 295 447 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume, 0 0 0 678 4 356 0 502 63 Reduct Vol: o o o o o O D O O 304 0 460 0 1.00 1.00 0.97 0 0 Reduced Vol, o o o 678 4 356 O 502 63 304 460 O PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 678 4 356 0 502 63 304 460 O ------------1 ---------------II ---------------1I---------------11---------------1 Saturation Flow Module: Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.13 1.13 1.13 1.20 1.13 1.13 1.25 1.13 Lanes, 0.00 o.oo o.oo 1.99 0.01 1.00 o.oo 1.78 0.22 2.00 2.00 0.00 Final Sat.: o o o 3578 22 1800 o 3399 401 3600 4000 O ------------1 ---------------II ---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat, 0.00 0.00 0.00 0.19 0.19 0.20 0.00 0.15 0.16 0.08 0.12 0.00 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,46 Filename, WEEKDA-1.0UT Pa.9.e 34 weekday pk hr AM Wed Jul 18, 2007 13:46:15 Ponto Vision Plan Weekday Conditions AM Peak Hour Level Of Service Computation Report Page 33-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #131 I-5 NB Ramps/ La Costa Ave. Cycle (sec): Loss Time (sec) Optimal Cycle: Street Name: Approach, 100 10 (Y+R-4.0 sec) 40 Critical Vol./Cap. (X): Average Delay (sec/veh), Level Of Service: I-5 NB Ramps La Costa Ave. 0.606 xxxxxx B North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Split Phase Split Phase Protected Protected Rights, Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, 0 1 0 0 2 0 0 0 0 0 1 0 2 0 0 0 O 3 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module, >> Count Date: 27 Jul 2006 << 8:00 AM TO 8:45 AM Base Vol, 70 4 486 0 0 0 182 911 0 0 694 440 Growth Adj: 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 Initial Bse: 70 4 486 0 0 0 182° 911 0 0 694 440 User Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 PHF Adj, 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 74 4 512 0 0 0 192 959 0 0 731 463 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 74 4 512 O O o 192 959 o O 731 463 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 74 4 512 0 0 0 192 959 0 0 731 463 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes: 0.95 0.05 2.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 3.00 1.00 Final Sat.: 1703 97 3600 o o o 1800 4000 o o 6000 1800 ------------1---------------11---------------1I---------------11---------------1 Capacity Analysis Module: Vol/Sat, 0.04 0.04 0.14 0.00 0.00 0.00 0.11 0.24 0.00 0.00 0.12 0.26 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,46 Filename, WEEKDA-1.0UT Pa.9.e 35 weekday pk hr AM Wed Jul 18, 2007 13,46,15 Ponto Vision Plan Weekday Conditions AM Peak Hour ------------------ Level Of Service Computation Report Page 34-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #132 Piraeus/ La Costa Ave. ******************************************************************************** Cycle (sec) , Loss Time (sec) Optimal Cycle, 100 10 (Y+R=4.0 sec) 37 Critical Vol./Cap. (X), Average Delay (sec/veh), Level Of Service, 0.542 xxxxxx A ******************************************************************************** Street Name, Approach, Movement: Piraeus La Costa Ave. North Bound South Bound East Bound West Bound L T R L T R L T· R L T R ------------1---------------11---------------1I---------------11---------------1 Protected Protected Protected Protected Include Include Include Include Control, Rights, Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 0 0 1 0 0 0 0 0 0 O 1 1 0 1 0 4 0 0 ------------1---------------11---------------1I---------------11---------------1 Volume Module, >> Count Date, 25 Jul 2006 << 7,30 AM TO 8,15 AM Base Vol, 57 o 28 o o o O 1240 148 19 1045 0 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 57 o 28 0 0 0 1240 148 19 1045 0 User Adj, 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1.00 1. 00 PHF Adj, 0.93 0.93 0.93 0.93 0.93 0.93 O. 93 0.93 0.93 0.93 0.93 PHF Volume, 61 0 30 0 0 0 1332 159 20 1122 0 Reduct Vol, o o o 0 0 0 0 0 0 0 0 Reduced Vol, 61 o 30 o o o O 1332 159 20 1122 o PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 61 0 30 0 0 0 0 1332 159 20 1122 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.19 1.13 1.13 1.25 1.13 Lanes, 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.79 0.21 1.00 4.00 0.00 Final Sat., 1800 o 1800 o o o o 3416 384 1800 8000 o ------------1 ---------------1I---------------11---------------1 I ---------------1 Capacity Analysis Module, Vol/Sat, 0.03 0.00 0.02 0.00 0.00 0.00 0.00 0.39 0.41 0.01 0.14 0.00 Crit Moves, ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,46 Filename, WEEKDA-1.0UT Pa.9.e 36 weekday pk hr AM Wed Jul 18, 2007 13,46,16 Ponto Vision Plan Weekday Conditions AM Peak Hour ------------------ Level Of Service Computation Report Page 35-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #133 El Camino Real/ La Costa Ave. ******************************************************************************** Cycle (sec), Loss Time (sec) Optimal Cycle, 100 10 (Y+R=4.0 sec) 85 Critical Vol./Cap. (X), Average Delay (sec/veh) Level Of Service, 0.866 xxxxxx D ******************************************************************************** El Camino Real La Costa Ave. Street Name, Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control, Protected Protected Protected Protected Rights, Include Include Include Include Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, 2 o 2 1 o 2 o 3 o 1 2 o 2 o 1 1 o 2 o 1 ------------1---------------11---------------11---------------11---------------1 Volume Module, >> Count Date, 18 Jul 2006 << 8,00 AM TO 8,45 AM Base Vol, 166 726 29 130 1330 690 667 391 333 Growth Adj, 1.00 1.00 Initial Bse, 166 726 User Adj, 1.00 1.00 PHF Adj, 0.95 0.95 PHF Volume, 175 764 Reduct Vol, o o 1.00 29 1.00 0.95 31 0 1. 00 1. 00 130 1330 1. 00 1. 00 0.95 0.95 137 1400 0 0 1.00 1. 00 1. 00 1.00 690 667 391 333 1.00 1. 00 1. 00 1.00 0.95 0.95 0.95 0.95 726 702 412 351 0 0 0 0 155 452 l. 00 1. 00 155 452 1. 00 1. 00 0.95 0.95 163 476 0 0 126 1.00 126 1.00 0.95 133 0 Reduced Vol, 175 764 31 137 1400 726 702 412 351 163 476 133 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 175 764 31 . 137 1400 726 702 412 351 163 476 133 ------------1---------------11---------------1I---------------11---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.21 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes, 2.00 2.88 0.12 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat., 3600 5593 207 3600 6000 1800 3600 4000 1800 1800 4000 1800 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.05 0.14 0.15 0.04 0.23 0.40 0.20 0.10 0.19 0.09 0.12 0.07 Crit Moves, ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,46 weekday pk hr AM Filename, WEEKDA-1.0UT Wed Jul 18, 2007 13,46,16 Ponto Vision Plan Weekday Conditions AM Peak Hour Level Of Service Computation Report Pa.9.e 37 Page 36-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #134 Carlsbad, Blvd / Leucadia Ave ******************************************************************************** Cycle (sec), Loss Time (sec), Optimal Cycle, 180 10 (Y+R=4.0 sec) 40 Critical Vol./Cap. (X), Average Delay (sec/veh), Level Of Service, 0.555 xxxxxx A ******************************************************************************** Street Name, Approach, Movement: Carlsbad Blvd Leucadia Ave North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------1 I ---------------1I---------------11---------------1 Control, Rights, Min. Green: Lanes: Protected Protected Permitted Permitted Include Include Include Include 7 10 10 7 10 10 7 10 10 7 10 10 1 0 2 0 1 1 0 1 1 0 0 0 l! 0 0 1 0 0 1 0 ------------1 ---------------1I---------------11---------------1 I ---------------1 Volume Module, >> Count Date, 25 Jul 2006 << 7,30 AM TO 8,15 AM Base Vol, Growth Adj, Initial Bse, User Adj, PHF Adj, PHF Volume, Reduct Vol, 6 211 105 279 1121 8 12 39 9 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 6 211 105 279 1121 8 12 39 9 105 279 112 1. 00 1. 00 0. 96 0. 96 220 0 1.00 0.96 109 0 1. 00 1. 00 0.96 0.96 291 1168 0 0 1.00 0. 96 8 0 1.00 0.96 13 0 1.00 0. 96 41 0 1.00 0.96 9 0 232 48 1.00 1.00 232 48 1. 00 1. 00 0. 96 0. 96 242 0 50 0 78 1.00 78 1.00 0.96 81 0 Reduced Vol, 6 220 109 291 1168 8 13 41 9 242 50 81 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 6 220 109 291 1168 8 13 41 9 242 50 81 ------------1 ---------------Il·---------------11---------------1 I ---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.19 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Lanes, 1.00 2.00 1.00 1.00 1.99 0.01 0.20 0.65 0.15 1.00 0.38 0.62 Final Sat., 1800 4000 1800 1800 3774 26 360 1170 270 1800 686 1114 ------------1 ---------------1I---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.00 0.05 0.06 0.16 0.31 0.33 0.01 0.03 0.03 0.13 0.07 0.07 Crit Moves, ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,46 Filename, WEEKDA-1.0UT Pa.9.e 38 weekday pk hr AM Wed Jul 18, 2007 13,46,16 Ponto Vision Plan Weekday Conditions AM Peak Hour ------------------ Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Page 37-1 ******************************************************************************** Intersection #201 La Costa Avenue/Sheridan Road ******************************************************************************** Average Delay (sec/veh), 1. 4 Worst Case Level Of Service, B[ 10.8] ******************************************************************************** Street Name, Approach, Movement: Sheridan Road La Costa Avenue North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control, Rights, Stop Sign Stop Sign Uncontrolled Uncontrolled Include Include Include Include Lanes: 0 0 l! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 ------------1---------------11---------------1I---------------11---------------1 Volume Module, Base Vol, 10 0 37 0 0 0 0 246 1 35 239 0 Growth Adj, 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 Initial Bse, 10 0 37 0 0 0 0 246 1 35 239 0 User Adj, 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 PHF Adj, 0. 92 0. 92 0.92 0.92 0.92 0.92 0. 92 0. 92 0.92 0.92 0.92 0.92 PHF Volume, 11 0 40 0 0 0 0 267 1 38 260 0 Reduct Vol, 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol., 11 0 40 0 0 0 0 267 1 38 260 0 ------------1---------------11---------------11---------------11---------------1 Critical Gap Module, Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------1---------------11---------------1I---------------11---------------1 Capacity Module, Cnflict Vol, 604 xxxx 268 xxxx xxxx xxxxx xxxx xxxx xxxxx 268 xxxx xxxxx Potent Cap.: 465 xxxx 776 xxxx xxxx xxxxx xxxx xxxx xxxxx 1307 xxxx xxxxx Move Cap.: 454 xxxx 776 xxxx xxxx xxxxx xxxx xxxx xxxxx 1307 xxxx xxxxx Volume/Cap: 0.02 xxxx 0.05 xxxx xxxx xxxx xxxx xxxx xx.xx 0.03 xxxx xxxx ------------1---------------11---------------11---------------11---------------1 Level Of Service Module, 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.8 xxxx xxxxx LOS by Move: * * * * * * * * * A Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap. , xxxx 674 xxxxx xx.xx xxxx xxxxx xx.xx xxxx xxxxx xxxx xxxx xxxxx SharedQueue,xxxxx 0.2 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0 . 1 xxxx xxxxx Shrd ConDel:xxxxx 10.8 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7 . 8 xx.xx xxxxx Shared LOS, . B . . . . . . . A ApproachDel, 10.8 xxxxxx xxxxxx x.x.xxxx ApproachLOS, B . . ******************************************************************************** Note, Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 weekday pk hr PM Filename: WEEKDA-2.0UT Wed Jul 18, 2007 13:46:25 Ponto Vision Plan Weekday Conditions PM Peak Hour Pa.9.e Page 1-1 -------------------------------------------------------------------------------- Scenario Report Scenario: weekday pk hr PM Command: weekday pk hr PM Volume, weekday pk hr PM Geometry, EX Impact Fee: Default Impact Fee Trip Generation, NONE Trip Distribution: NONE Paths, Default Paths Routes, Default Routes Configuration, weekday pk hr PM Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/.1.§j_2007 13:46 weekday pk hr PM Filename: WEEKDA-2.0UT Wed Jul 18, 2007 13:46:27 Ponto Vision Plan Weekday Conditions PM Peak Hour Pa.9.e Page 2-1 -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C #101 Avenida Encinas/ Palomar Airp C xxxxx 0.790 C xxxxx 0.790 + 0.000 V/C #102 I-5 SB Ramps / Palomar Airport A xxxxx 0. 503 A xxxxx 0.503 + 0.000 V/C #103 I-5 NB Ramps I Palomar Airport C xxxxx 0.736 C xxxxx 0.736 + 0.000 V/C #104 Paseo Del Norte/ Palomar Airp D xxxxx 0.859 D xxxxx 0.859 + 0.000 V/C #105 Armada/ Palomar Airport Rd C xxxxx 0. 772 C xxxxx 0.772 + 0.000 V/C #106 Palomar Airport Rd. I Hidden C xxxxx 0.729 C xxxxx 0.729 + 0.000 V/C #107 College Blvd/ Palomar Airport C xxxxx 0.786 C xxxxx 0.786 + 0.000 V/C #108 Palomar Airport / Camino Vida B xxxxx 0.622 B xxxxx 0.622 + 0.000 V/C #109 El Camino Real / Palomar Airpo D xxxxx 0.857 D xxxxx 0.857 + 0.000 V/C #110 Palomar Airport Road/ El Fuer C xxxxx 0.723 C xxxxx 0.723 + 0.000 V/C #111 Palomar Airport Road/ Melrose D xxxxx 0.831 D xxxxx 0.831 + 0.000 V/C #112 Carlsbad Blvd. I Island Way. A xxxxx 0. 399 A xxxxx 0.399 + 0.000 V/C #113 Carlsbad Blvd/ Breakwater Rd. A xxxxx 0.391 A xxxxx 0.391 + 0.000 V/C #114 Carlsbad Blvd. I Poinsettia La A xxxxx 0. 492 A xxxxx 0.492 + 0.000 V/C #115 Avenida Encinas I Poinsettia L B xxxxx 0.646 B xxxxx 0.646 + 0.000 V/C #116 I-5 SB Ramps / Poinsettia Lan B xxxxx 0.654 B xxxxx 0.654 + 0.000 V/C #117 I-5 NB Ramps/ Poinsettia Lane A xxxxx 0.582 A xxxxx 0.582 + 0.000 V/C #118 Paseo Del Norte/ Poinsettia L C xxxxx 0.796 C xxxxx 0.796 + 0.000 V/C #119 Paseo Del Norte/ Camino de la A xxxxx 0.412 A xxxxx 0.412 + 0.000 V/C #120 Batiquitos Dr. / Poinsettia La A xxxxx 0.553 A xxxxx 0.553 + 0.000 V/C #121 Aviara Parkway/ Poinsettia La A xxxxx 0.595 A xxxxx 0.595 + 0.000 V/C #122 El Camino Real / Cassia A xxxxx 0.539 A xxxxx 0.539 + 0.000 V/C #123 El Camino Real / Camino Vida R A xxxxx 0.539 A xxxxx 0.539 + 0.000 V/C Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 2 07/18/2007 13:46 Filename: WEEKDA-1.0UT Pa.9.e 39 07f..1U2007 13:46 Filename: WEEKDA-2.0UT weekday pk hr PM Wed Jul 18, 2007 13:46:27 Ponto Vision Plan Weekday Conditions PM Peak Hour Intersection Base Del/ V/ LOS Veh C #124 Carlsbad Blvd/ Ponto Drive A xxxxx 0.378 #125 Carlsbad Blvd. / Beach Way A xxxxx 0.164 #126 Carlsbad Blvd. / Avenida Encin A xxxxx 0.395 #127 Ponto Dr. / Avenida Encinas 0.0 0.000 #128 Carlsbad Blvd. I La Costa Ave B xxxxx 0.629 #129 Vulcan/ La Costa Ave. C 21 .0 0.000 #130 I-5 SB Ramps/ La Costa Ave. A xxxxx 0.571 #131 I -5 NB Ramps/ La Costa Ave. A xxxxx 0.594 #132 Piraeus/ La Costa Ave. A xxxxx 0.533 #133 El Camino Real/ La Costa Ave. C xxxxx 0 . 711 #134 Carlsbad Blvd/ Leucadia Ave B xxxxx 0.610 #201 La Costa Avenue/Sheridan Road C 15.0 0 .000 Page Page 2-2 Future Change Del/ V/ in LOS Veh C A xxxxx 0.378 + 0.000 V/C A XXXXX 0.164 + 0.000 V/C A xxxxx 0 .429 + 0.034 V/C o.o 0.000 + 0.000 D/V B xxxxx 0 .629 + 0.000 V/C C 21.0 0.000 + 0.000 D/V A xxxxx 0 . 571 + 0.000 V/C A xxxxx 0 .594 + 0 .000 V/C A xxxxx 0.533 + 0 .000 V/C C xxxxx 0. 711 + 0 .000 V/C B xxxxx 0 . 610 + 0.000 V/C C 15 .0 0.000 + 0.000 D/V Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07f..1U2007 13:46 weekday pk hr PM Filename: WEEKDA-2.0UT Wed Jul 18, 2007 13:46:27 Ponto Vision Plan Weekday Conditions PM Peak Hour Level Of Service Computation Report Page Page 3-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #101 Avenida Encinas/ Palomar Airport Rd. •.•••••••.•.•...............•••.•....•••••••..••........•.••..........••.••••••• Cycle (sec) : Loss Time (sec): Optimal Cycle: 100 10 (Y+R=4 .0 sec) 64 Critical Vol./Cap. (X): Average Delay (sec/veh), Level Of Service: 0 .790 xxxxxx C ******************************************************************************** Street Name: Avenida Encinas Palomar Airport Rd Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights, Include Include Include Include Min . Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 O 1 O 1 1 1 O O 1 1 o o 1 O 1 O 1 o 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: >> Count Date: 11 Jul 2006 << 5:15 PM TO 6:00 PM Base Vol : 58 105 369 347 69 so 42 288 24 228 468 333 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 58 105 369 347 69 so 42 288 24 228 468 333 User Adj, 1.00 1 .00 1.00 1.00 1 .00 1.00 1 .00 1 .00 1.00 1.00 1.00 1 .00 PHF Adj: 0 .90 0 .90 0.90 0.90 0.90 0.90 0 .90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 64 117 410 386 77 56 47 320 27 253 520 370 Reduct Vol : O O o O O o o o o O o o Reduced Vol : 64 117 410 386 77 56 47 320 27 253 520 370 PCE Adj: 1.00 1.00 1.00 1 .00 1.00 1.00 1.00 1 .00 1.00 1 .00 1.00 1.00 MLF Adj: 1.00 1 .00 1 .00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 64 117 410 386 77 56 47 320 27 253 520 370 ------------1---------------11---------------11---------------11 ---------------1 Saturation Flow Module, Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment : 1 .13 1.25 1.13 1.13 1.13 1.13 1 .13 1 .13 1.13 1 .13 1 .25 1.13 Lanes: 1.00 1 .00 1.00 1.67 0.33 1.00 1 .00 0.92 0.08 1 .00 1.00 1.00 Final Sat.: 1800 2000 1800 3003 597 1800 1800 1662 138 1800 2000 1800 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.06 0.23 0.13 0.13 0.03 0.03 0.19 0.19 0 .14 0.26 0.21 Crit Moves: **** **** ............................................................•................... Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING , IRVINE 4 07L.!.§.L2007 13:46 weekday pk hr PM Filename: WEEKDA-2.0UT Wed Jul 18, 2007 13:46:28 Ponto Vision Plan Weekday Conditions PM Peak Hour ------------------ Level Of Service Computation Report Pa.9.e Page 4-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #102 I-5 SB Ramps / Palomar Airport Rd. **********************~********************************************************* Cycle (sec) : Loss Time (sec) Optimal Cycle: 100 J.O (Y+R=4. O sec) 34 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service: 0.503 xxxxxx A ******************************************************************************** Street Name: I-5 SB Ramps Palomar Airport Rd Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1I---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Ignore Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 1 0 0 0 2 0 1 ------------1 ---------------1I---------------11---------------11---------------1 Volume Module: >> Count Date: 11 Jul 2006 << 5:15 PM TO 6:00 PM Base Vol: o o o 563 o 161 O 761 250 O 922 1054 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: O O O 563 0 161 0 761 21 ;o 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0. 96 0.96 PHF Volume: 0 0 0 586 0 168 0 793 21 ;o 0 Reduct Vol: 0 0 0 0 0 0 0 0 I I 0 Reduced Vol: o o o 586 O 168 O 793 260 o 960 o PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. O O O 586 0 168 0 793 260 0 960 0 ------------1---------------1I---------------11---------------1 I ---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.21 1.13 1.13 1.25 1.13 Lanes: o.oo o.oo 0.00 2.00 0.00 1.00 0.00 2.26 0.74 0.00 2.00 1.00 Final Sat.: o o O 3600 O 1800 O 4465 1335 O 4000 1800 ------------1---------------1I---------------11---------------1 I ---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.16 0.00 0.09 0.00 0.18 0.20 0.00 0.24 0.00 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 5 07/18/2007 13:46 weekday pk hr PM Filename: WEEKDA-2.0UT Wed Jul 18, 2007 13:46:28 Ponto Vision Plan Weekday Conditions PM Peak Hour Level Of Service Computation Report Pa.9.e Page 5-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #103 I-5 NB Ramps/ Palomar Airport Rd ******************************************************************************** Cycle ( sec) : Loss Time (sec) Optimal Cycle: Street Name: Approach: 100 10 (Y+R=4.0 sec) 55 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.736 xxxxxx C I-5 NB RAmps Palomar Airport Rd North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Permitted Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 2 0 0 0 0 0 1 0 3 0 0 0 0 3 0 2 ------------1---------------11---------------11---------------11---------------1 Volume Module: >> Count Date: 11 Jul 2006 << 5,00 PM TO 5:45 PM Base Vol: 107 O 630 O O o 233 1085 o o 1913 1044 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 107 O 630 O o o 233 1085 o o 1913 1044 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 109 0 643 0 0 0 238 1107 0 0 1952 1065 Reduct Vol: o o o o o o o o o o o o Reduced Vol: 109 O 643 o o o 238 1107 o o 1952 1065 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. 109 0 643 0 O O 238 1107 0 0 1952 1065 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 1.00 3.00 0.00 0.00 3.00 2.00 Final Sat.: 1800 O 3600 O O O 1800 6000 O O 6000 3600 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.07 0.00 0.18 0.00 0.00 0.00 0.13 0.18 0.00 0.00 0.33 0.30 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 6 07/18/2007 13,46 Filename, WEEKDA-2.0UT Page weekday pk hr PM Wed Jul 18, 2007 13,46,28 Page 6-1 Ponto Vision Plan Weekday Conditions PM Peak Hour Level Of Service Computation Report ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #104 Paseo Del Norte/ Palomar Airport Rd. ******************************************************************************** Cycle (sec), Loss Time (sec), Optimal Cycle, l?O 10 (Y+R=4.0 sec) 89 Critical Vol. /Cap. (X) , Average Delay (sec/veh) Level Of Service, 0.859 xxxxxx D ******************************************************************************** Street Name, Paseo Del Norte Palomar Airport Rd. Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control, Rights, Protected Protected Protected Protected Include Include Include Ovl Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 o 1 1 o 2 o 1 1 o 2 o 2 1 o 2 o 3 o 1 ------------1 ---------------1I---------------11---------------1 I ---------------1 Volume Module, >> Count Date, 11 Jul 2006 << 5,00 PM TO 5,45 PM Base Vol, 312 211 159 265 155 297 392 1205 200 220 2260 312 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 312 211 159 265 155 297 392 1205 200 220 2260 312 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj, 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume, 328 222 167 279 163 313 413 1268 211 Reduct Vol, 0 0 0 0 0 0 0 0 0 232 2379 0 0 328 0 Reduced Vol, 328 222 167 279 163 313 413 1268 211 232 2379 328 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF AdJ, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 328 222 167 279 163 313 413 1268 211 232 2379 328 OvlAdjVol, 189 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.23 1.13 1.13 1.25 1.13 1.13 1.22 1.13 1.13 1.25 1.13 Lanes, 2.00 1.14 0.86 2.00 1.00 1.00 2.00 2.57 0.43 2.00 3.00 1.00 Final Sat., 3600 2253 1547 3600 2000 1800 3600 5031 769 3600 6000 1800 ------------1---------------11---------------11---------------1 I ---------------1 Capacity Analysis Module, Vol/Sat, 0.09 0.10 0.11 0.08 0.08 0.17 0.11 0.25 0.27 0.06 0.40 0.18 OvlAdjV/S , 0.10 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 7 07/18/2007 13,46 weekday pk hr PM Filename, WEEKDA-2.0UT Wed Jul 18, 2007 13,46,28 Ponto Vision Plan Weekday Conditions PM Peak Hour ------------------ Level Of Service Computation Report Page Page 7-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #105 Armada/ Palomar Airport Rd ******************************************************************************** Cycle (sec) , Loss Time (sec), Optimal Cycle, 120 10 (Y+R=4.0 sec) 64 Critical Vol./Cap. IX), Average Delay (sec/veh) Level Of Service, 0.772 xxxxxx C ******************************************************************************** Street Name, Armada Palomar Airport Rd Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control, Protected Protected Protected Protected Rights, Include Include Include Include Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, 2 0 0 1 O 2 0 1 0 1 2 0 3 O 1 1 O 3 o 1 ------------1---------------11---------------11---------------11---------------1 Volume Module, >> Count Date, 27 Jul 2006 << 5,00 PM TO 5,45 PM Base Vol, 331 91 258 198 53 234 142 729 133 265 2152 78 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 331 91 258 198 53 234 142 729 133 265 2152 78 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj, 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume, 352 97 274 211 56 249 151 776 141 Reduct Vol, 0 0 0 0 0 0 0 0 0 0.94 0.94 282 2289 o o 0.94 83 0 Reduced Vol, 352 97 274 211 56 249 151 776 141 282 2289 83 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 352 97 274 211 56 249 151 776 141 282 2289 83 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustwent, 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes, 2.00 0.26 0.74 2.00 1.00 1.00 2.00 3.00 1.00-1.00 3.00 1.00 Final Sat., 3600 469 1331 3600 2000 1800 3600 6000 1800 1800 6000 1800 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.10 0.21 0.21 0.06 0.03 0.14 0.04 0.13 0.08 0.16 0.38 0.05 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE o7/18L2007 13,46 weekday pk hr PM Filename: WEEKDA-2.0UT Wed Jul 18, 2007 13:46:28 Ponto Vision Plan Weekday Conditions PM Peak Hour Level Of Service Computation Report Pa.9.e Page 8-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #106 Palomar Airport Rd. / Hidden Valley ******************************************************************************** Cycle (sec) , Loss Time (sec): Optimal Cycle, 120 10 (Y+R-4.0 sec) 57 Critical vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0. 72 9 xxxxxx C ******************************************************************************** Street Name: Hidden Valley Palomar Airport Rd. Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 I ---------------1 I ---------------1 I ---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 3 0 1 1 0 2 1 0 ------------1---------------11---------------11---------------1 I ---------------1 Volume Module, >> Count Date: Base Vol: 110 4 40 Growth Adj: 1.00 1.00 1.00 Initial Bse: 110 4 40 User Adj, 1. 00 1. 00 1.00 PHF Adj: 0.88 0.88 0.88 PHF Volume: 12 5 5 45 Reduct Vol: 0 0 0 Reduced Vol: 125 5 45 PCE Adj: 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 Final Vol. : 125 5 45 27 Jul 2006 << 5:15 PM TO 6:00 PM 38 16 111 97 1032 67 1.00 1.00 1.00 1.00 1.00 1.00 38 16 111 97 1032 67 1.00 1.00 1 00 1. 00 1. 00 1.00 0.88 0.88 0.88 0.88 0.88 0.88 43 18 126 llO ll 73 76 0 0 0 0 0 0 43 18 126 llO ll 73 76 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 43 18 126 llO ll73 76 70 2100 1. 00 1. 00 70 2100 1. 00 1. 00 0.88 0.88 80 2386 0 0 80 2386 1. 00 1. 00 1.00 1.00 80 2386 16 1.00 16 1.00 0.88 18 0 18 1.00 1.00 18 ------------1---------------11---------------11---------------1 I ---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.13 1.13 1. 13 1. 25 1.13 1.13 1.25 1.13 1.13 1. 21 1.13 Lanes: 1.00 0.09 0.91 1.00 1.00 1.00 1.00 3.00 1.00 1.00 2.98 0.02 Final Sat., 1800 164 1636 1800 2000 1800 1800 6000 1800 1800 5759 41 ------------1---------------11---------------11---------------1 I ---------------1 Capacity Analysis Module: Vol/Sat: 0.07 0.03 0.03 0.02 0.01 0.07 0.06 0.20 0.04 0.04 0.41 0.45 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 9 07/18/2007 13:46 weekday pk hr PM Filename, WEEKDA-2.0UT Wed Jul 18, 2007 13:46:28 Ponto Vision Plan Weekday Conditions PM Peak Hour ------------------ Level Of Service Computation Report Pa.9.e 10 Page 9-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #107 College Blvd/ Palomar Airport Rd ********************~*********************************************************** Cycle (sec) : Loss Time (sec) Optimal Cycle: 120 10 (Y+R-4.0 sec) 67 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service, 0.786 xxxxxx C ******************************************************************************** College Blvd Palomar Airport Rd Street Name, Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------1I---------------11---------------1 Control, Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 o 2 o 1 1 O o 1 1 2 o 3 o 1 2 o 3 o 1 ------------1 ---------------1 I ---------------1I---------------11---------------1 Vol~me Module: >> Count Date: 27 Jul 2006 << 4:45 PM TO 5:30 PM Base Vol, 137 102 24 67 398 511 156 790 270 243 1578 108 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 137 102 24 67 398 511 156 790 270 243 1578 108 User Adj: 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1.80 1.00 1.00 PHF Adj: 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 PHF Volume: 161 120 28 79 468 601 184 929 318 286 1856 127 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 161 120 28 79 468 601 184 929 318 286 1856 127 PCE Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 Final Vol. : 161 120 28 79 468 601 184 929 318 286 1856 127 ------------1---------------11---------------11---------------I 1---------------1 Saturation Flow Module: Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1. 13 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes: 2.00 2.00 1.00 1.00 0.88 1.12 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3600 4000 1800 1800 1576 2024 3600 6000 1800 3600 6000 1800 ------------1 ---------------1 I ---------------1I---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.03 0.02 0.04 0.30 0.30 0.05 0.15 0.18 0.08 0.31 0.07 Crit Moves: **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 weekday pk hr PM Filename: WEEKDA-2.0UT Wed Jul 18, 2007 13:46:28 Ponto Vision Plan Weekday Conditions PM Peak Hour Level Of Service Computation Report Pa9.e 11 Page 10-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #108 Palomar Airport/ Camino Vida Roble ******************************************************************************** Cycle (sec) Loss Time (sec) Optimal Cycle: 120 10 (Y+R=4.0 sec) 44 Critical Vol./Cap. (X) Average Delay (sec/veh) Level Of Service: 0.622 xxxxxx B ******************************************************************************** Street Name: Camino Vida Roble Palomar Airport Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ---------------1 I ---------------1 I ---------------1 I ---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 o o 1 o 1 o 1 o 1 1 o 2 1 o 1 o 2 1 0 ------------1---------------11---------------1 I ---------------1 I ---------------1 Volume Module: >> Count Date: 12 Jul 2006 << 5:00 PM TO 5:45 PM Base Vol: 381 15 147 106 66 199 30 1002 166 103 1162 33 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 381 15 147 106 66 199 30 1002 166 103 1162 33 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 419 16 162 116 73 219 33 1101 182 113 1277 36 Reduct Vol: o o 0 o o o o o o o o o Reduced Vol: 419 16 162 116 73 219 33 1101 182 113 1277 36 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 419 16 162 116 73 219 33 1101 182 113 1277 36 ------------1 ---------------1I---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.22 1.13 1.13 1.21 1.13 Lanes: 2.00 0.09 0.91 1.00 1.00 1.00 1.00 2.57 0.43 1.00 2.92 0.08 Final Sat.: 3600 167 1633 1800 2000 1800 1800 5033 767 1800 5651 149 ------------1 ---------------1I---------------11---------------1 I---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.10 0.10 0.06 0.04 0.12 0.02 0.22 0.24 0.06 0.23 0.24 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 Filename: WEEKDA-2.0UT Pa9.e 12 weekday pk hr PM Wed Jul 18, 2007 13:46:28 Ponto Vision Plan Weekday Conditions PM Peak Hour Level Of Service Computation Report Page 11-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #109 El Camino Real/ Palomar Airport Road Cycle (sec): Loss Time (sec): Optimal Cycle: 120 10 (Y+R=4.0 sec) 88 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service: 0.857 xxxxxx D ******************************************************************************** Street Name: El Camino Real Palomar Airport Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 I ---------------1 I---------------I I ---------------1 Control: Protected Protected Protected Protected Rights: Ovl Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 3 0 2 2 0 3 0 1 2 0 2 1 0 2 0 3 0 2 ------------1---------------11---------------11---------------11---------------1 Volume Module: >> Count Date: 13 Jul 2006 << 5:00 PM TO 5:45 PM Base Vol: 95 716 451 817 893 141 237 1250 115 461 811 753 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 95 716 451 817 893 141 237 1250 115 461 811 753 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 101 762 480 869 950 150 252 1330 122 490 863 Reduct Vol: o o o O O O O O o Reduced Vol: 101 762 480 869 950 150 252 1330 122 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 101 762 480 869 950 150 252 1330 122 OvlAdjVol: 0 0 490 0 863 1. 00 1. 00 1. 00 1. 00 490 863 801 0 801 1.00 1.00 801 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.22 1.13 1.13 1.25 1.13 Lanes: 1.00 3.00 2.00 2.00 3.00 1.00 2.00 2.75 0.25 2.00 3.00 2.00 Final Sat.: 1800 6000 3600 3600 6000 1800 3600 5345 455 3600 6000 3600 ------------1---------------11---------------11---------------11------0 --------1 Capacity Analysis Module: Vol/Sat: 0.06 0.13 0.13 0.24 0.16 0.08 0.07 0.25 0.27 0.14 0.14 0.22 OvlAdjV/S : 0.00 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 Filename: WEEKDA-2.0UT Page 13 weekday p:: hr PM Wed Jul 18, 2007 13:46:28 Ponto Vision Plan Weekday Conditions PM Peak Hour Level Of Service Computation Report Page 12-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #110 Palomar Airport Road/ El Fuerte ******************************************************************************** Cycle (sec), Loss Time (sec) Optimal Cycle, 120 10 (Y+R=4.0 sec) 56 Critical Vol ./Cap. (X): Average Delay (sec/veh) Level Of Service, 0.723 xxxxxx C ******************************************************************************** Street Name, Approach, Movement: El Fuerte Palowar Airport Road North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1 ---------------II ---------------11---------------11---------------1 Protected Protected Protected Protected Control, Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 0 1 1 0 2 0 1 1 0 2 0 3 0 1 1 0 2 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module, >> Count. Date: Base Vol, 35 2 55 Growth Adj, 1.00 1.00 1.00 Initial Bse, 35 2 55 User Adj: 1.00 1.00 1.00 PHF Adj: 0.92 0. 92 0.92 PHF Volume: 38 2 60 Reduct Vol: 0 0 0 12 Jul 2006 << 5:00 PM TO 5:45 PM 301 82 109 26 2460 42 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.92 82 1.00 0.92 89 0 109 26 2460 42 1.00 0.92 1.00 1.00 0.92 0.92 1.00 0.92 111 118 28 2674 46 0 0 0 0 116 1321 23 l. 00 1. 00 1.00 116 1321 23 1.00 1.00 1.00 0.92 0.92 0.92 126 1436 25 0 0 0 Reduced Vol, 38 2 60 327 89 118 28 2674 46 126 1436 25 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 38 2 60 327 89 118 28 2674 46 126 1436 25 ------------1 ---------------II ---------------11---------------I I ---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.21 1.13 Lanes: 2.00 1.00 1.00 2.00 1.00 1.00 2.00 3.00 1.00 1.00 2.95 0.05 Final Sat., 3600 2000 1800 3600 2000 1800 3600 6000 1800 1800 5708 92 ------------1 ---------------II ---------------1I---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.01 0.00 0.03 0.09 0.04 0.07 0.01 0.45 0.03 0.07 0.25 0.27 Crit Moves: **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 07/18/2007 13:46 weekday pk hr PM Filename, WEEKDA-2.0UT Wed Jul 18, 2007 13:46:28 Ponto Vision Plan Weekday Conditions PM Peak Hour Level Of Service Computation Report Pa9.e 14 Page 13-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ****************************************************~*************************** Intersection #111 Palomar Airport Road/ Melrose Drive ******************************************************************************** Cycle (sec) Loss Time (sec) Optimal Cycle, 120 10 (Y+R=4.0 sec) 79 Critical Vol./Cap. [X): Average Delay (sec/veh), Level Of Service: 0.831 xxxxxx D ******************************************************************************** Street Name, Melrose Drive Palomar Airport Road Approach, North Bound South Bound East Bound West Bound Movement, L T R L T R L T R L T R ------------1 ---------------1 I ---------------1I---------------11---------------1 Permitted Protected Protected Protected Control, Rights, Min. Green: Include Include Ignore Include 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 0 3 0 1 2 0 2 0 2 2 0 2 1 0 2 0 3 0 1 ------------1---------------11---------------1I---------------11---------------1 Volume Module, >> Count Date, 12 Jul 2006 << 5:00 PM TO 5:45 PM Base Vol, 167 o 253 O o O o 2576 315 345 1281 o Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 167 0 253 0 0 O O 2576 315 345 1281 0 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF AdJ: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.00 0.91 0.91 0.91 PHF Volume, 184 0 278 0 0 0 0 2831 0 379 1408 0 Reduct Vol, 0 0 O O O O O O O O O O Reduced Vol, 184 0 278 0 O O O 2831 0 379 1408 O PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol., 184 O 278 0 0 O O 2831 0 379 1408 0 ------------1 ---------------1 I ---------------1I----------------11---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.21 1.13 1.13 1.25 1.13 Lanes, 2.00 3.00 1.00 2.00 2.00 2.00 2.00 3.00 O 00 2.00 3.00 1.00 Final Sat., 3600 6000 1800 3600 4000 3600 3600 5800 0 3600 6000 1800 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.05 0.00 0.15 0.00 0.00 0.00 0.00 0.49 0.00 0.11 0.23 0.00 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13 :46 weekday pk hr PM Filename: WEEKDA-2.0UT Wed Jul 18, 2007 13:46:29 Ponto Vision Plan Weekday Conditions PM Peak Hour Level Of Service Computation Report Pa9.e 15 Page 14-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #112 Carlsbad Blvd. / Island Way. ******************************************************************************** Cycle (sec): Loss Time (sec) Optimal Cycle: 100 10 (Y+R=4 .0 sec) 37 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.399 xxxxxx A ******************************************************************************** Street Name: Carlsbad Blvd. Island Way Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1I---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: o o 1 1 o 1 o 2 o o o o 0 0 0 1 0 0 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: >> Count Date: 12 Jul 2006 << 4:45 PM TO 5:30 PM Base Vol: 0 822 20 66 735 0 0 0 0 25 0 14 Growth Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 Initial Bse: 0 822 20 66 735 0 0 0 0 25 0 14 User Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 PHF Adj: 0.93 0. 93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 0 884 22 71 790 0 0 0 0 27 0 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 884 22 71 790 0 0 0 0 27 0 15 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 MLF Adj: 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 Final Vol.: 0 884 22 71 790 0 0 0 0 27 0 15 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 Adjustment: 1.13 1.19 1600 1.13 1600 1600 1.13 1.25 1600 1.13 1600 1600 1.13 1.25 1600 1.13 1600 1600 1.13 1.25 1600 1.13 Lanes: 0.00 1.95 0.05 1.00 2.00 0.00 0.00 0.00 o.oo 1.00 0.00 1.00 Final Sat. : 0 3714 86 1800 4000 0 0 0 0 1800 0 1800 ------------1 ---------------1 I ---------------1 I ---------------1 I ---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.24 0.25 0.04 0.20 0.00 0.00 0.00 0.00 0.01 0.00 0.01 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 weekday pk hr PM Filename: WEEKDA-2.0UT Wed Jul 18, 2007 13:46:29 Ponto Vision Plan Weekday Conditions PM Peak Hour Level Of Service Computation Report Pa9.e 16 Page 15-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #113 Carlsbad Blvd/ Breakwater Rd. ******************************************************************************** Cycle ( sec) : Loss Time (sec) Optimal Cycle: 100 10 (Y+R=4.0 sec) 37 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service: 0.391 xxxxxx A Street Name: Carlsbad Blvd Breakwater Rd. Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Permitted Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 1 1 0 1 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: >> Count Date: 12 Jul 2006 << 4:45 PM TO 5:30 PM Base Vol: 17 880 8 30 759 0 0 0 0 21 0 8 Growth Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 Initial Bse: 17 880 8 30 759 0 0 0 0 21 0 8 User Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 PHF Adj: 0. 92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 O. 92 0. 92 0.92 PHF Volume: 18 957 9 33 825 0 0 0 0 23 0 9 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 18 957 9 33 825 o o o o 23 o 9 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 18 957 9 33 825 0 0 0 0 23 0 9 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.19 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes: 1.00 1.98 0.02 1.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 1800 3768 32 1800 4000 0 0 0 0 1800 0 1800 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.25 0.27 0.02 0.21 0.00 0.00 0.00 0.00 0.01 0.00 0.00 Crit Moves: Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 Filename: WEEKDA-2.0UT Pa9.e 17 weekday pk hr PM Wed Jul 18, 2007 13:46:29 Page 16-1 Ponto Vision Plan Weekday Conditions PM Peak Hour Level Of Service Computation Report ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #114 Carlsbad Blvd. / Poinsettia Lane ******************************************************************************** Cycle ( sec) , Loss Time (sec) Optimal Cycle: 100 Critical Vol./Cap. (X): 10 (Y+R=4.0 sec) Average Delay (sec/veh) 44 Level Of Service: 0. 4 92 xxxxxx A ******************************************************************************** Street Name: Carlsbad Blvd. Poinsettia Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------1I---------------11---------------1 Control: Protected Protected Protected Permitted Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 2 0 1 2 0 2 0 1 1 0 1 0 1 0 1 0 1 0 ------------1---------------11---------------1I---------------11---------------1 volume Module: >> Count Date: 8 Aug 2006 << 4:45 PM TO 5:30 PM Base Vol: 12 669 182 158 451 49 17 23 22 180 2 178 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 669 182 158 451 49 17 23 22 180 2 178 user Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.85 Q.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 PHF Volume: 14 787 214 186 531 58 20 27 26 212 2 209 Reduct Vol: O o O o o O o O O o O o Reduced Vol: 14 787 214 186 531 58 20 27 26 212 2 209 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 14 787 214 186 531 58 20 27 26 212 2 209 ------------1 ---------------I 1---------------1I---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.13 1.13 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 0.01 0.99 Final Sat.: 1800 4000 1800 3600 4000 1800 1800 2000 1800 1800 20 1780 ------------1---------------11---------------1 I---------------I I ---------------1 Capacity Analysis Module: vol/Sat, 0.01 0.20 0.12 a.as 0.13 o.03 0.01 0.01 0.01 0.13 0.12 0.12 Crit Moves: **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 Filename: WEEKDA-2.0UT Pa9.e 18 weekday pk hr PM Wed Jul 18, 2007 13,46:29 Ponto Vision Plan Weekday Conditions PM Peak Hour ------------------ Level Of Service Computation Report Page 17-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #115 Avenida Encinas/ Poinsettia Lane ******************************************************T************************* Cycle (sec) : Loss Time (sec): Optimal Cycle: 100 Critical Vol./Cap. (X): 10 (Y+R=4.0 sec) Average Delay (sec/veh): 44 Level Of Service: 0.646 xxxxxx B ******************************************************************************** Street Name: Avenida Encinas Poinsettia Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ---------------1 I ---------------1I---------------11---------------1 Control, Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 O 1 o 1 1 o 1 o 1 1 o 2 1 o 2 o 2 o 1 ------------1 ---------------1 I ---------------1 I ---------------1 I ---------------1 Volume Module: >> Count Date: 9 Aug 2006 << 5,15 PM TO 6,0C PM Base Vol, 58 61 321 250 132 34 42 240 74 397 290 186 )Wth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 61 321 250 132 34 42 240 74 397 290 186 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 l.00 1.00 1.00 1. 00 1. 00 1.00 j: 0.89 0.89 Q.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Q.89 0.89 Q.89 0.89 0.89 69 361 281 148 38 47 270 83 446 326 209 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 65 69 361 281 148 38 47 270 83 446 326 209 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 65 69 361 281 148 38 47 270 83 446 326 209 ------------1 ---------------1 I ---------------1 I ---------------1 I ---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.23 1.13 1.13 1.25 1.13 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.29 0.71 2.00 2.00 1.00 Final Sat.: 1800 2000 1800 1800 2000 1800 1800 4527 1273 3600 4000 1800 ------------1 ---------------1 I ---------------1 I ---------------1 I ---------------1 Capacity Analysis Module, Vol/Sat: 0.04 0.03 0.20 0.16 0.07 0.02 0.03 0.06 0.07 Q.12 0.08 0.12 Crit Moves: **** **** ""*** ***""' ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 Filename: WEEKDA-2.0UT Pa.9:e 19 weekday pk hr PM Wed Jul 18, 2007 13:46:29 Ponto Vision Plan Weekday Conditions PM Peak Hour Level Of Service Computation Report Page 18-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #116 I-5 SB Ramps / Poinsettia Lane ******************************************************************************** Cycle (sec): Loss Time (sec) Optimal Cycle: 100 10 (Y+R=4.0 sec) 45 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service: 0.654 xxxxxx B ******************************************************************************** Street Name: I-5 SB Ramps Poinsettia Lane Approach: North Bound South Bound East Bound West Bound MoveMent: L T R L T R L T R L T R ------------1---------------I I ---------------1 I---------------I 1---------------1 Control: Protected Permitted Procected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: o o o o o 1 1 o o 1 O o 2 O 1 2 O 2 O O ------------1---------------11---------------1 I ---------------1 I ---------------1 Volume Module: >> Count Date: 9 Aug 2006 << 5:15 PM TO 6:00 PM Base Vol: o o o 322 2 252 O 773 158 755 623 D Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 O O 322 2 252 0 773 158 user Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 0 0 0 329 2 257 0 789 161 Reduct Vol: O O O O O O O O O 755 623 1.00 1.00 0.98 0.98 770 636 0 0 1.00 0.98 0 0 Reduced Vol: 0 0 0 329 2 257 O 789 161 770 636 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 329 2 257 0 789 161 770 636 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 Adjustment: 1. 13 1. 25 1600 1.13 1600 1600 1.13 1.13 1600 1.13 1600 1600 1.13 1.25 1600 1.13 1600 1600 1.13 1.25 1600 1.13 Lanes: 0.00 0.00 0.00 1.99 0.01 1.00 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3578 22 1800 0 4000 1800 3600 4000 0 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.09 0.09 0.14 0.00 0.20 0.09 0.21 0.16 0.00 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 Filename: WEEKDA-2.0UT Pa.9:e 20 weekday pk hr PM Wed Jul 18, 2007 13:46:29 Ponto Vision Plan weekday Conditions PM Peak Hour Level Of Service Computation Report Page 19-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #117 I-5 NB Ramps/ Poinsettia Lane ******************************************************************************** Cycle (sec) Loss Time (sec) Optimal Cycle: 100 10 (Y+R=4. o sec) 39 Critical Vol. /Cap. (XI : Average Delay (sec/veh) Level Of Service, Street Name: I-5 NB Ramps Poinsettia Lane 0.582 xxxxxx A Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------I 1---------------1 I ---------------1 Control: Permitted Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 D O O O O O O O O 0 Lanes: 0 1 0 0 2 0 O O O O 1 0 2 0 O O O 3 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: >> Count Date: 9 Aug 2006 << 5:00 PM TO 5:45 PM Base Vol: 245 9 597 0 D 0 170 878 0 0 1100 262 Growth Adj: 1. 00 1. 00 1.00 1. OD 1. OD 1.00 1. 00 1. 00 1.00 1. 00 1. DO 1.00 Initial Bse: 245 9 597 D 0 0 170 878 0 0 1100 262 User Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. OD 1.00 PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0. 92 0. 92 0 .92 PHF Volume: 266 10 649 0 0 D 185 954 0 0 1196 285 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 D Reduced Vol, 266 10 649 O o O 185 954 o o 1196 285 PCE Adj: 1.00 1.00 1.00 l'.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. 266 10 649 0 0 0 185 954 0 0 1196 285 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 AdJustment: 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes: 0.96 0.04 2.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 3.00 1.00 Final Sat.: 1736 64 3600 0 0 0 1800 4000 0 0 6000 1800 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.17 0.15 0.18 0.00 0.00 0.00 0.10 0.24 0.00 0.00 0.20 0.16 Crit Moves, ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 weekday pk hr PM Filename: WEEKDA-2.0UT Wed Jul 18, 2007 13:46:29 Ponto Vision Plan Weekday Conditions PM Peak Hour ------------------ Level Of Service Computation Report Pa.9.e 21 Page 20-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ***************************************************~**************************** Intersection #118 Paseo Del Norte/ Poinsettia Lane ******************************************************************************** Cycle (sec) : Loss Time (sec) Optimal Cycle: 100 Critical Vol./Cap. (X): 10 (Y+R=4.0 sec) Average Delay (sec/veh) 66 Level Of Service: 0. 796 xxxxxx C +•****************************************************************************** Street Name: Paseo Del Norte Poinsettia Lane Approach: North Bound South Bound East Bound west Bound Movement: L T R L T R L T R L T R ------------1---------------1 I ---------------1I---------------11:--------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 0 1 0 1 0 0 1 0 2 0 2 0 1 1 0 1 1 0 ------------1 ---------------1I---------------11---------------11---------------1 Volume Module: >> Count Date: 9 Aug 2006 << 5:15 PM TO 6:00 PM Base Vol: 24 4 5 93 13 306 505 1019 36 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 24 e, 24 4 5 93 13 306 505 1019 36 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 0.88 dj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 olume: 27 5 6 106 15 348 27 5 574 1158 41 duct Vol: O O O O O 0 0 0 0 0 5 926 1.00 1.00 5 926 1. 00 1. 00 0.88 0.88 6 1052 0 0 88 1.00 88 1.00 0.88 100 0 Reduced Vol: 27 5 6 106 15 348 574 1158 41 6 1052 100 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 27 5 6 106 15 348 574 1158 41 6 1052 100 ------------1 ---------------1I---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.19 1.13 Lanes: 1.00 0.44 0.56 1.00 0.04 0.96 2.00 2.00 1.00 1.00 1.83 0.17 Final Sat.: 1800 800 1000 1800 73 1727 3600 4000 1800 1800 3488 312 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat, 0.02 0.01 0.01 0.06 0.20 0.20 0.16 0.29 0.02 0.00 0.30 0.32 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/..1_8L2007 13:46 Filename: WEEKDA-2.0UT Pa.9.e 22 weekday pk hr PM Wed Jul 18, 2007 13:46:29 Ponto Vision Plan Weekday Conditions PM Peak Hour ------------------ Level Of Service Computation Report Page 21-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #119 Paseo Del Norte/ Camino de las Ondas ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 10 (Y+R=4.0 sec) 44 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service: 0.412 xxxxxx A ******************************************************************************** Street Name: Paseo Del Norte Camino de las Ondas Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ---------------II ---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 ------------1---------------I1---------------11---------------1 I ---------------1 Volume Module: >> Count Date: 26 Jul 2006 << 4:45 PM TO 5:30 PM Base Vol: 28 264 114 58 247 24 17 3 17 94 10 67 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 28 264 114 58 247 24 17 3 17 94 10 67 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 29 269 116 59 252 24 17 3 17 96 10 Reduct Vol: o o o o o o o o o o o 68 0 Reduced Vol: 29 269 116 59 252 24 17 3 17 96 10 68 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 29 269 116 59 252 24 17 3 17 96 10 68 ------------1---------------I1---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Lanes, 1.00 0.70 0.30 1.00 0.91 0.09 1.00 0.15 0.85 1.00 0.13 0.87 Final Sat.: 1800 1257 543 1800 1641 159 1800 270 1530 1800 234 1566 ------------1---------------1 I ---------------1\---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.02 0.21 0.21 0.03 0.15 0.15 0.01 0.01 0.01 0.05 0.04 0.04 Crit Moves: **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18L2007 13:46 weekday pk hr PM Filename: WEEKDA-2.0UT Wed Jul 18, 2007 13:46:29 Ponto Vision Plan Weekday Conditions PM Peak Hour Level Of Service Computation Report Pa.9.e 23 Page 22-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #120 Batiquitos Dr. / Poinsettia Lane ******************************************************************************** Cycle (sec): Loss Time (sec) Optimal Cycle: 100 10 (Y+R=4.0 sec) 44 Critical Vol./Cap (X): Average Delay lsec/veh) Level Of Service: 0.553 xxxxxx A ******************************************************************************** Street Name: Batiquitos Dr. Poinsettia Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ---------------1 I ---------------1 I ---------------1 I---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: >> Count Date: 26 Jul 2006 << 5:00 PM TO 5:45 PM Base Vol: ll8 20 25 16 20 56 108 773 277 16 923 24 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 178 20 25 16 20 56 108 773 277 16 923 24 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 187 21 26 17 21 59 114 814 292 17 972 25 Reduct Vol, 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 187 21 26 17 21 59 114 814 292 17 972 25 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 187 21 26 17 21 59 114 814 292 17 972 25 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.21 1.13 1.13 1.19 1.13 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.47 0.53 1.00 1.95 0.05 Final Sat.: 1800 2000 1800 1800 2000 1800 1800 2850 950 1800 3709 91 ------------1---------------11---------------11---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.01 0.01 0.01 0.01 0.03 0.06 0.29 0.31 0.01 0.26 0.28 Crit Moves: **** **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 07/18__L2007 13:46 Filename: WEEKDA-2.0UT Pa.9:e 24 weekday pk hr PM Wed Jul 18, 2007 13:46:30 Ponto Vision Plan Weekday Conditions PM Peak Hour ------------------ Level Of Service Computation Report Page 23-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #121 Aviara Parkway/ Poinsettia Lane ******************************************************************************** Cycle (sec): Loss Time (sec) Optimal Cycle: 100 10 (Y+R=4 .o sec) 44 Critical Vol./Cap. IX): Average Delay (sec/veh) Level Of Service: 0.595 xxxxxx A ******************************************************************************** Street Name: Aviara Parkway Poinsettia Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------1 I ---------------1 I ---------------1 Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 O 1 1 O 1 o 1 1 o 2 o 1 o 2 1 o 1 1 o ------------1---------------1I---------------11---------------I 1---------------1 Volume Module: >> Count Date: 8 Aug 2006 << 5:15 PM TO 6:00 PM Base Vol: 321 187 10 89 413 367 133 308 352 9 223 53 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 321 187 10 89 413 367 133 308 352 9 223 53 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 341 199 11 95 439 390 141 328 374 10 Reduct Vol: O o O o o o o o o Reduced Vol: 341 199 11 95 439 390 141 328 374 10 237 237 56 0 56 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 341 199 11 95 439 390 141 328 374 10 237 56 OvlAdjVol: 33 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.19 1.13 1.13 1.24 1.13 1.13 1.25 1.13 1.13 1.20 1.13 Lanes: 2.00 1.90 0.10 1.00 1.06 0.94 2.00 1.00 2.00 1.00 1.62 0.38 Final Sat.: 3600 3617 183 1800 2106 1694 3600 2000 3600 1800 3109 691 ------------1 ---------------1 I---------------II---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.09 0.05 0.06 0.05 0.21 0.23 0.04 0.16 0.10 0.01 0.08 0.08 OvlAdjV/S : 0. 01 Crit Moves: **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 07/18/2007 13,46 Filename, WEEKDA-2.0UT Pa9.e 25 weekday pk hr PM Wed Jul 18, 2007 13,46,30 Ponto Vision Plan Weekday Conditions PM Peak Hour ------------------ Level Of Service Computation Report Page 24-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #122 El Camino Real / Cassia ******************************************************************************** Cycle ( sec) , Loss Time (sec) Optimal Cycle, 120 10 (Y+R=4.0 sec) 37 Critical Vol./Cap. (X), Average Delay (sec/veh), Level Of Service, 0.539 xxxxxx A ******************************************************************************** Street Name, Approach, Movement: El Camino Real Cassia North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------I 1---------------1I---------------11---------------1 Control, Rights, Min. Green: Lanes: Protected Protected Permitted Permitted Include Include Include Include 7 10 10 7 10 10 7 10 10 7 10 10 1 0 2 0 0 1 0 2 1 0 1 0 0 1 0 0 0 0 0 0 ------------1---------------I I ---------------1I---------------11---------------1 Volume Module, >> Count Date, 13 Jul 2006 << 5,15 PM TO 6,00 PM Base Vol, 113 863 O 1 1493 233 106 O 99 o O O Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 113 863 O 1 1493 233 106 O 99 o o O User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj, 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume, 118 899 0 1 1555 243 110 0 103 0 0 0 Reduct Vol, 0 0 0 0 O O O O O O O 0 Reduced Vol, 118 899 O 1 1555 243 110 O 103 O O O PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 118 899 0 1 1555 243 110 O 103 0 0 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.22 1.13 1.13 1.13 1.13 1.13 1.25 1.13 Lanes, 1.00 2.00 0.00 1.00 2.60 0.40 1.00 o.oo 1.00 0.00 o.oo o.oo Final Sat., 1800 4000 O 1800 5071 729 1800 O 1800 o o O ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.07 0.22 0.00 0.00 0.31 0.33 0.06 0.00 0.06 0.00 0.00 0.00 Crit Moves: **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,46 Filename, WEEKDA-2.0UT Pa9.e 26 weekday pk hr PM Wed Jul 18, 2007 13,46,30 Ponto Vision Plan Weekday Conditions PM Peak Hour Level Of Service Computation Report Page 25-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #123 El Camino Real/ Camino Vida Roble ******************************************************************************** Cycle (sec) , Loss Time (sec) Optimal Cycle, 120 10 (Y+R=4.0 sec) 37 Critical Vol./Cap. IX), Average Delay (sec/veh) Level Of Service, 0.539 xxxxxx A ***************************************************************~**************** Street Name, Approach, Movement: El Camino Real Camino Vida Roble North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1 ---------------1I---------------11---------------11---------------1 Control, Protected Protected Permitted Protected Rights, Include Include Include Include Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 O 2 O O O o 2 1 O 1 O l! O 1 o o o o o ------------1---------------11---------------11---------------11---------------1 Volume Module, >> Count Date, 13 Jul 2006 << 5,00 PM TO 5,45 PM Base Vol: 116 917 O o 1328 46 200 O 476 0 0 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 116 917 O o 1328 46 200 o 476 o o o User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj, 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PHF Volume, 126 997 0 0 1443 50 217 0 517 0 0 0 Reduct Vol, O O O o o O O O o 0 Reduced Vol: 126 997 O o 1443 50 217 O 517 o o o PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 -1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.oo· 1."00 1.00 1.00 Final Vol.: 126 997 0 0 1443 50 217 0 517 0 0 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.21 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes, 2.00 2.00 o.oo o.oo 2.90 0.10 1.00 o.oo 2.00 0.00 0.00 0.00 Final Sat., 3600 4000 O o 5619 181 1800 o 3600 o o o ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.04 0.25 0.00 0.00 0.26 0.28 0.12 0.00 0.14 0.00 0.00 0.00 Crit Moves: **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 weekday pk hr PM Filename: WEEKDA-2.0UT Wed Jul 18, 2007 13:46:30 Ponto Vision Plan Weekday Conditions PM Peak Hour ------------------ Level Of Service Computation Report Pa.9.e 27 Page 26-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #124 Carlsbad Blvd/ Ponto Drive ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X): Loss Time (sec) Optimal Cycle: 10 (Y+R~4.0 sec) 37 Average Delay (sec/veh): Level Of Service: 0.378 xxxxxx A ******************************************************************************** Street Name: Carlsbad Blvd Ponto Drive Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ---------------I 1---------------1 I ---------------1 I ---------------1 Control: Protected Protected Protected Permitted Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 1 1 0 1 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module, >> Count Date, 26 Jul 2006 << 4:45 PM TO 5:30 PM Base Vol: 58 855 15 26 620 0 0 0 0 12 0 15 Growth Adj: 1. 00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 Initial Bse: 58 855 15 26 620 0 0 0 0 12 0 15 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 l. 00 1. 00 1.00 1. 00 1. 00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 61 900 16 27 653 0 0 0 0 13 0 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 61 900 16 27 653 0 0 0 0 13 0 16 PCE Adj: 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 l. 00 1. 00 1.00 1. 00 1. 00 1.00 Final Vol. : 61 900 16 27 653 0 0 0 0 13 0 16 ------------1---------------11---------------11---------------1 I ---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.19 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes: 1.00 1.97 0.03 1.00 2 .00 0.00 0.00 0.00 o.oo 1.00 0.00 1.00 Final Sat. : 1800 3738 62 1800 4000 0 0 0 0 1800 0 1800 ------------1 ---------------1I---------------11---------------1 I ---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.24 0.25 0.02 0.16 0.00 0.00 0.00 0.00 0.01 0.00 0.01 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 weekday pk hr PM Filename: WEEKDA-2.0UT Wed Jul 18, 2007 13:46:30 Ponto Vision Plan Weekday Conditions PM Peak Hour ------------------ Level Of Service Computation Report Pa.9.e 28 Page 27-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #125 Carlsbad Blvd. / Beach Way *******************************************************+************************ Cycle (sec): Loss Time (sec) Optimal Cycle: 100 10 (Y+R=4.0 sec) 21 Critical Vol. /Cap. (X): Average Delay (sec/veh) Level Of Service: 0.164 xxxxxx A ******************************************************************************** Street Name: Carlsbad Blvd. Beach Way Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green, o o O o O o o o o o o 0 Lanes: 1 o 1 1 o 1 o 2 o o o 1 o o 1 1 o o o 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 58 0 0 0 0 0 58 0 0 0 0 0 Growth Adj: 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 Initial Bse: 58 0 0 0 0 0 58 0 0 0 0 0 User Adj: 1. 00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 PHF Adj: 1. 00 1. 00 1.00 1. 00 1. 00 l.00 1.00 1.00 1.00 1. 00 1. 00 1.00 PHF Volume: 58 0 0 0 0 0 58 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 58 0 0 0 0 0 58 0 0 0 0 0 PCE Adj: 1. 00 1. 00 1.00 1.00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 MLF Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 Final Vol.: 58 0 0 0 0 0 58 0 0 0 0 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.13 1.13 1.13 1.25 1.13 Lanes: 1.00 2.00 0.00 1.00 2.00 0.00 1.00 o.oo 1. 00 1.00 0.00 1.00 Final Sat. : 1800 4000 0 1800 4000 0 1800 0 1800 1800 0 1800 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,46 weekday pk hr PM Filename, WEEKDA-2.0UT Wed Jul 18, 2007 13,46:30 Ponto Vision Plan weekday Conditions PM Peak Hour Level Of Service Computation Report Pa.9.e 29 Page 28-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #126 Carlsbad Blvd. / Avenida Encinas ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): Loss Time (sec) Optimal Cycle: 10 (Y+R=4.0 sec) 37 Average Delay (sec/veh) Level Of Service, 0. 395 xxxxxx A ******************************************************************************** Street Name: Carlsbad Blvd Avenida Encinas Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------I I ---------------1 Protected Protected Protected Permitted Control, Rights, Min. Green: Include Include Include Include 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 1 0 1! 0 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: >::> Count Date: 26 Jul 2006 << 5:00 PM TO 5:45 PM Base Vol: 0 833 179 18 696 0 0 0 0 206 0 16 Growth AdJ: 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 Initial Bse: 0 833 179 18 696 0 0 0 0 206 0 16 User Adj: 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 877 188 19 733 0 0 0 0 217 0 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 877 188 19 733 0 0 0 0 217 0 17 PCE Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 MLF Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 Final Vol. : 0 877 188 19 733 0 0 0 0 217 0 17 ------------1---------------II---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 1.86 0.00 0.14 Final Sat.: o 4000 1800 1800 4000 o o o o 3341 o 259 ------------1---------------I I ---------------1 I --------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.22 0.10 0.01 0.18 0.00 0.00 0.00 0.00 0.06 0.00 0.05 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 07/18/2007 13,46 Filename, WEEKDA-2.0UT Pa.9.e 30 weekday pk hr PM Wed Jul 18, 2007 13,46:30 Page 29-1 Ponto Vision Plan weekday Conditions PM Peak Hour Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #127 Ponto Dr. / Avenida Encinas ******************************************************************************** Average Delay (sec/veh) 0.0 Worst Case Level Of Service, 0. OJ ******************************************************************************** Street Name: Ponto Dr Avenida Encinas Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1I---------------11---------------11---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: o O l! o o o O l! o o 1 O 1 o 1 1 o o 1 O ------------1 ---------------II ---------------11---------------11---------------1 Volume Module: Base Vol: Growth Adj: Initial Bse: User Adj, PHF Adj: PHF Volume: 0 0.00 0 0.00 0.00 0 0.00 0 0.00 0.00 0 0 0.00 0 0.00 0.00 0 0.00 0 0.00 0.00 0 0 0 0 0.00 0.00 0 0 0.00 0.00 o.oo 0.00 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0 0 0 0 0 0 Reduct Vol: Final Vol.: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------1---------------1I---------------11---------------1 I ---------------1 Critical Gap Module: Critical Gp: 0.0 o.o a.a 0.0 o.o 0.0 0.0 o.o 0.0 a.a 0.0 o.o FollowUpTim: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ------------1---------------11---------------11---------------11---------------1 Capacity Module: Cnflict Vol, 0 O O O O O O O O O O O Potent Cap.: O O O O O O O O O O O 0 Move Cap.: 1 1 1 1 1 1 1 1 1 1 1 1 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ------------1 ---------------1I---------------11---------------I 1---------------1 Level Of Service Module: 2Way95thQ: 0.0 0.0 0. 0 0.0 0. 0 0. 0 0.0 0.0 0.0 0. 0 0.0 a.a Control Del: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 LOS by Move: Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap. : 0 0 0 0 0 0 0 0 0 0 0 0 SharedQueue: a.a 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 Shrd ConDel: 1.0 1.0 1. 0 1.0 1.0 1.0 1.0 1.0 1.0 1. 0 1.0 1.0 Shared LOS: ApproachDel, 0.0 0.0 0.0 0 0 ApproachLOS: ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 07/18/2007 13:46 Filename: WEEKDA-2.0UT Pa.9.e 31 weekday pk hr PM Wed Jul 18, 2007 13:46:30 Page 30-1 Ponto Vision Plan Weekday Conditions PM Peak Hour Level Of Service Computation Report ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #128 Carlsbad Blvd. / La Costa Ave. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh) 0.629 xxxxxx B Optimal Cycle: 42 Level Of Service: ******************************************************************************** Street Name, Approach: Movement; Carlsbad Blvd. La Costa Ave. North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------1I---------------11---------------11---------------1 Control: Protected Protected Protected Permitted Rights: Ignore Include Include Ignore Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: >> Count Date: 26 Jul 2006 << 5:00 PM TO 5:45 PM Base Vol: 0 698 251 285 511 0 0 0 0 239 0 231 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 Initial Bse, 0 698 251 285 511 0 0 0 0 239 0 231 User Adj, 1. 00 1. 00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 0.00 PHF Adj: 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.00 PHF Volume: 0 793 0 324 581 0 0 0 0 272 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 793 0 324 581 0 0 0 0 272 0 0 PCE Adj: 1.00 1.00 0.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 0.00 MLF Adj: 1.00 1.00 0.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 0.00 Final Vol.: 0 793 0 324 581 0 0 0 0 272 0 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1. 25 1.13 1.13 1.25 1.13 1.13 1. 25 1.13 1.13 1.25 1.13 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 4000 1800 1800 4000 0 0 0 0 1800 0 1800 --~---------1 ---------------1 I ---------------1I---------------11---------------1 Capacity Analysis Module: Vol/Sat: o.oo 0.20 0.00 0.18 0.15 0.00 0.00 0.00 0.00 0.15 0.00 0.00 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 Filename: WEEKDA-2.0UT Pa.9.e 32 weekday pk hr PM Wed Jul 18, 2007 13:46,30 Ponto Vision Plan Weekday Conditions PM Peak Hour Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Page 31-1 ******************************************************************************** Intersection #129 Vulcan/ La Costa Ave. Average Delay (sec/veh): 3.6 Worst Case Level Of Service: C[ 21.0] Street Name: Vulcan La Costa Ave. Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: O O l! 0 0 O O O O O O O O 1 0 0 1 O O 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: >> Count Date: 25 Jul 2006 << 5:00 PM TO 5:45 PM Base Vol: 50 o 103 O o O o 412 63 108 415 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 50 o 103 O o O O 412 63 108 415 o User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 52 0 106 0 0 0 0 425 65 111 428 0 Reduct Vol: O O O O O O O O 0 0 0 Final Vol.: 52 0 106 0 0 0 0 425 65 111 428 0 ------------1---------------11---------------11---------------11---------------1 Critical Gap Module: Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx xxxxx XXXX·XXXXX 4.1 xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------1---------------11---------------11---------------11---------------1 Capacity Module: Cnflict Vol: 1108 xxxx 457 xxxx xxxx xxxxx xxxx xxxx xxxxx 490 xxxx xxxxx Potent Cap.: 234 xxxx 608 xxxx xxxx xxxxx xxxx xxxx xxxxx 1084 xxxx xxxxx Move Cap.: 215 xxxx 608 xxxx xxxx xxxxx xxxx xxxx xxxxx 1084 xxxx xxxxx Volume/Cap: 0.24 xxxx 0.17 xxxx xxxx xxxx xxxx xxxx xxxx 0.10 xxxx xxxx ------------1---------------11---------------11---------------11---------------1 Level Of Service Module: 2Way95thQ: xx.xx xxxx xxxxx xxxx xxxx xxxxx xx.xx xxxx xxxx.x 0.3 xxxx xxxxx Control Del:xxxxx xxxx LOS by Move: Movement: LT -LTR Shared Cap.: xxxx 380 SharedQueue,x.xxxx 2.0 Shrd ConDel:xxxxx 21.0 Shared LOS: * C ApproachDel, 21.0 ApproachLOS: C xxxxx xxxxx xxx.x xxxxx xxxxx xxxx xxxxx * * * * * * * -RT LT -LTR -RT LT -LTR -RT xxxxx xxxx xx.xx xxxxx xxxx xxxx xxxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx * * * * * * xx.xxxx xxxxxx 8 . 7 xxxx xxxxx A LT -LTR -RT xxxx xx.xx xxxxx 0 . 3 xx.xx xxxxx 8.7 xxxx xxxxx A xxxxxx ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 Filename: WEEKDA-2.0UT Pa.9.e 33 weekday pk hr PM Wed Jul 18, 2007 13:46:30 Ponto Vision Plan Weekday Conditions PM Peak Hour Level Of Service Computation Report Page 32-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #130 I-5 SB Ramps/ La Costa Ave. ******************************************************************************** Cycle (sec) Loss Time (sec) Optimal Cycle: 100 10 (Y+R=4.0 sec) 38 Critical Vol./Cap. (X): Average Delay (sec/veh), Level Of Service, 0.571 xxxxxx A ******************************************************************************** Street Name: 1-5 SB Ramps La Costa Ave. Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------I 1---------------11---------------I I ---------------1 Control: Protected Permitted Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 0 0 0 0 0 1 1 0 0 1 0 0 1 1 0 2 0 2 0 0 ------------1---------------I 1---------------11---------------11---------------1 Volume Module: >> Count Date: 27 Jul 2006 << 4:00 PM TO 4:45 PM Base Vol: o o o 486 8 218 o 544 82 457 437 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: o o o 486 8 218 o 544 82· 457 437 o User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 0 0 0 523 9 234 0 585 88 Reduct Vol: 0 0 0 0 0 0 0 0 0 491 0 470 0 0 0 Reduced Vol: O O O 523 9 234 0 585 88 491 470 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 523 9 234 0 585 88 491 470 0 ------------1 ---------------II ---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.13 1.13 1.13 1.20 1.13 1.13 1.25 1.13 Lanes: 0.00 0.00 0.00 1.97 0.03 1.00 0.00 1.74 0.26 2.00 2.00 0.00 Final Sat.: 0 0 0 3542 58 1800 0 3328 472 3600 4000 0 ------------1---------------I1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.15 0.15 0.13 0.00 0.18 0.19 0.14 0.12 0.00 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 weekday pk hr PM Filename: WEEKDA-2.0UT Wed Jul 18, 2007 13:46:30 Ponto Vision Plan Weekday Conditions PM Peak Hour Level Of Service Computation Report Pa.9.e 34 Page 33-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #131 I-5 NB Ramps/ La Costa Ave. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. {X): Loss Time (sec) Optimal Cycle: 10 (Y+R=4.0 sec) 40 Average Delay (sec/veh): Level Of Service: 0.594 xxxxxx A ***************************************************~**************************** Street Name: I-5 NB Ramps La Costa Ave. Approach: North Bound South Bound East Bound west Bound Movement: L T R L T R L T R L T R ------------1 ---------------1I---------------11---------------I 1---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 0 1 0 0 2 0 0 0 0 0 1 0 2 0 0 0 0 3 0 1 ------------1 ---------------1I---------------11---------------1 I ---------------1 Volume Module: >> Count Date: 27 Jul 2006 << 5:00 PM TO 5:45 PM Base Vol: 114 10 599 0 0 0 166 834 0 0 793 406 Growth Adj: 1.00 1.00 1. 00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 Initial Bse: 114 10 599 0 0 0 166 834 0 0 793 406 User Adj: 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 116 10 611 0 0 0 169 851 0 0 809 414 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 116 10 611 0 0 0 169 851 0 0 809 414 PCE Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 116 10 611 0 0 0 169 851 0 0 809 414 ------------1 ---------------1 I---------------I1---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes: 0.92 0.08 2.00 0.00 0.00 0.00 1.00 2.00 O 00 0.00 3.00 1.00 Final Sat.: 1655 145 3600 O O o 1800 4000 o o 6000 1800 ------------1 ---------------1I---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.07 0.07 0.17 0.00 0.00 0.00 0.09 0.21 0.00 0.00 0.13 0.23 Crit Moves: **** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE o7ll,_8L2007 13,46 Filename, WEEKDA-2.0UT Pa9.e 35 weekday pk hr PM Wed Jul 18, 2007 13,46,31 Ponto Vision Plan Weekday Conditions PM Peak Hour Level Of Service Computation Report Page 34-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersecti.on #132 Piraeus/ La Costa Ave. ******************************************************************************** Cycle (sec), Loss Time (sec) Optimal Cycle, 100 10 (Y+R=4.0 sec) 37 Critical Vol./Cap. (X), Average Delay (sec/veh) Level Of Service, 0.533 xxxxxx A ******************************************************************************** Street Name, Approach, Movement: Piraeus La Costa Ave. North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1 ---------------I1---------------11---------------1 I ---------------1 control, Rights, Protected Protected Protected Protected Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 4 0 0 ------------1---------------I1---------------11---------------11---------------1 Volume Module, >> Count Date, Base Vol, 63 O 24 Growth Adj, 1.00 1.00 1.00 Initial Bse, 63 o 24 User Adj, 1.00 1.00 1.00 PHF Adj, 0.96 0.96 0.96 PHF Volume, 66 0 25 Reduct Vol: 0 O O 25 Jul 2006 << 5,00 PM TO 5,45 PM 0 0 0 0 1316 63 34 1187 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 0 1. 00 1. 00 0.96 0.96 0 0 0 0 0 1.00 0.96 0 0 0 1316 1. 00 1. 00 0.96 0.96 0 1371 0 0 63 34 1187 0 1.00 1.00 1.00 1.00 0.96 0.96 0.96 0.96 66 35 1236 0 0 0 0 0 Reduced Vol, 66 0 25 0 0 o 0 1371 66 35 1236 o PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 66 0 25 0 0 0 0 1371 66 35 1236 0 ------------1 ---------------I1---------------11---------------1 I ---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.19 1.13 1.13 1.25 1.13 Lanes, 1.00 o.oo 1.00 o.oo 0.00 0.00 o.oo 1.91 0.09 1.00 4.00 0.00 Final Sat., 1800 o 1800 o 0 0 o 3636 164 1800 8000 0 ---------1---------------I 1---------------1 I ---------------1 I ---------------1 Capacity Analysis Module, Vol/Sat, 0.04 0.00 0.01 0.00 0.00 0.00 0.00 0.38 0.40 0.02 0.15 0.00 Crit Moves, ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,46 Filename, WEEKDA-2.0UT Pa9.e 36 weekday pk hr PM Wed Jul 18, 2007 13,46,31 Ponto Vision Plan Weekday Conditions PM Peak Hour ------------------ Level Of Service Computation Report Page 35-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #133 El Camino Real/ La Costa Ave. ******************************************************************************** Cycle (sec) 100 Loss Time (sec), Optimal Cycle, 10 (Y+R=4. O sec) 51 Critical Vol. /Cap. (X) , Average Delay (sec/veh), Level Of Service, 0. 711 xxxxxx C Street Name, Approach, Movement: El Camino Real La Costa Ave. North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------11---------------11---------------1 I ---------------1 Control, Rights, Min. Green: Lanes: Protected Protected Protected Protected Include Include Include Include 7 10 10 7 10 10 7 10 10 7 10 10 2 0 2 1 0 2 0 3 0 1 2 0 2 0 1 1 0 2 0 1 ------------1 ---------------1 I---------------/ 1---------------11---------------1 Volume Module, >> Count Date: 18 Jul 2006 << 5,15 PM TO 6,00 PM Base Vol, 231 1175 87 214 1065 432 572 570 219 116 350 189 Growth Adj, 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 Initial Bse, 231 1175 87 214 1065 432 572 570 219 116 350 189 User Adj, 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 PHF Adj, 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume, 248 1263 94 230 1145 465 615 613 235 125 376 203 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 248 1263 94 230 1145 465 615 613 235 125 376 203 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 248 1263 94 230 1145 465 615 613 235 125 376 203 ------------1---------------1 I---------------! I---------------/ 1---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.21 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes, 2.00 2.79 0.21 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat., 3600 5428 372 3600 6000 1800 3600 4000 1800 1800 4000 1800 ------------1 ---------------1 I ---------------1I---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.07 0.23 0.25 0.06 0.19 0.26 0.17 0.15 0.13 0.07 0.09 0.11 Crit Moves: **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,46 Filename, WEEKDA-2.0UT Pa9.e 37 weekday pk hr PM Wed Jul 18, 2007 13,46,31 Ponto Vision Plan Weekday Conditions PM Peak Hour ~evel Of Service Computation Report Page 36-1 ICU l(Loss as Cycle Length%) Method (Base Volume Alternative) ******************************************************************************** Intersection #134 Carlsbad Blvd/ Leucadia Ave ******************************************************************************** Cycle (sec), Loss Time (sec) Optimal Cycle, 180 10 (Y+R=4.0 sec) 45 Critical Vol./Cap. (X)' Average Delay (sec/veh), Level Of Service, 0.610 xxxxxx B ******************************************************************************** Street Name, Carlsbad Blvd Leucadia Ave Approach, North Bound South Bound East Bound West Bound Movement, L T R L T R L T R L T R ------------1---------------11---------------11---------------I I ---------------1 Control, Protected Protected Permitted Permitted Rights, Include Include Include Include Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, 1 o 2 o 1 1 o 1 1 o o O l! O o 1 O O 1 O ------------1---------------1 I ---------------1I---------------11---------------1 Volume Module, >> Count Date: 25 Jul 2006 << 5,00 PM TO 5,45 PM Base Vol, 13 802 267 262 767 18 20 55 13 237 43 174 Growth Adj, 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 Initial Bse, 13 802 267 262 767 18 20 55 13 237 43 174 User Adj, 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 PHF AdJ, 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume, 14 844 281 276 807 19 21 58 14 249 45 183 Reduct Vol, 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 14 844 281 276 807 19 21 58 14 249 45 183 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 14 844 281 276 807 19 21 58 14 249 45 183 ------------1---------------1I---------------11---------------1 I ---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.19 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Lanes, 1.00 2.00 1.00 1.00 1.95 0.05 0.23 0.62 0.15 1.00 0.20 0.80 Final Sat., 1800 4000 1800 1800 3717 83 409 1125 266 1800 357 1443 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.01 0.21 0.16 0.15 0.22 0.23 0.01 0.05 0.05 0.14 0.13 0.13 Crit Moves, ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,46 weekday pk hr PM Filename, WEEKDA-2.0UT Wed Jul 18, 2007 13,46,31 Ponto Vision Plan Weekday Conditions PM Peak Hour Level Of Service Computation Report Pa9.e 38 Page 37-1 2000 HCM Unsignalized Method (Base Volume Alternative) **************************************************************~***************** Intersection #201 La Costa Avenue/Sheridan Road ******************************************************************************** Average Delay (sec/veh) 1.1 Worst Case Level Of Service, C[ 15.0] Street Name: Sheridan Road La Costa Avenue Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ---------------I 1---------------1 I ---------------1 I ---------------1 Control, Rights: Stop Sign Stop Sign Uncontrolled Uncontrolled Include Include Include Include Lanes: 0 0 l! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 ------------1---------------I I ---------------1 I --------------11---------------1 Volume Module, Base Vol, 9 0 47 0 0 0 0 545 28 47 494 0 Growth Adj, 1. 00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 9 0 47 0 0 0 0 545 28 47 494 0 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 PHF Adj, 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume, 9 0 48 0 0 0 0 562 29 48 509 0 Reduct Vol, 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.' 9 0 48 0 0 0 0 562 29 48 509 0 ------------1---------------11---------------11---------------11---------------1 Critical Gap Module, Critical Gp: 6.4 xxxx 6.2 xxxxx xx.xx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------1---------------I I ---------------1I---------------11---------------1 Capacity Module, Cnflict Vol, 1182 xxxx 576 xxxx xxxx xxxxx xxxx xxxx xxxxx 591 xxxx xxxxx Potent Cap.: 211 xxxx 521 xxxx xxxx xxxxx xx.xx xxxx xxxxx 995 xxxx xxxxx Move Cap.: 203 xxxx 521 xxxx xx.xx xxxxx xxxx xxxx xxxxx 995 xxxx xxxxx Volume/Cap: 0.05 xxxx 0.09 xxxx xxxx xxxx xxxx xxxx xxxx 0.05 xxxx xxxx ------------1 ---------------I 1---------------1I---------------11---------------1 Level Of Service Module, 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 0.2 xxxx xxxxx Control Del:xxxxx xx.xx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by M6ve: * * * * * * * Movement, LT - Shared Cap., xxxx SharedQueue:xxxxx Shrd ConDel,xxxxx Shared LOS, * ApproachDel, LTR -RT LT -LTR -RT LT -LTR -RT 416 xxxxx xxxx xx.xx xxxxx xxxx xxxx xxxxx 0.5 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 15.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx C 15.0 xxxxxx xxxxxx 8.8 xxxx xxxxx A LT -LTR -RT xxxx xxxx xxxxx 0 . 2 xxxx xxxxx 8 . 8 xxxx xxxxx A xxxxxx ApproachLOS, ******************************************************************************** C * Note, Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,46 Filename, WEEKDA-2.0UT Pa.9.e 39 APPENDIX D Existing Plus Vision Plan ICU Worksheets 07/18/2007 13:46 wkday + proj AM Scenario: Command: Volume: Geometry: Impact Fee, Trip Generation: Trip Distribution, Paths: Routes: Configuration, Filename: WKDYEX-1.0UT Wed Jul 18, 2007 13,46:39 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak Scenario Report wkday + proj AM wkday + proj AM weekday pk hr AM EX Default Impact Fee AM PROJECT Default Paths Default Routes wkday + proj AM Pa.9.e Page 1-1 Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 wkday + proj AM Filename: WKDYEX-1.0UT Wed Jul 18, 2007 13:46,39 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak Pa.9.e Page 2-1 -------------------------------------------------------------------------------- Trip Generation Report Forecast for AM Zone Rate Rate Trips Trips Total % Of # Subzone Amount Units In Out In Out Trips Total -------------------------- 1 Parcel G 0.00 Town Home 0.13 0.51 0 0 0 0.0 1 Parcel G 0.00 Resort 0.24 0.16 0 0 0 0.0 1 Parcel G 0.00 Apartment 0.10 0.38 0 0 0 0.0 1 Parcel G o.oo Specialty Reta 0.72 0.48 0 0 0 0.0 1 Parcel G o.oo Restaurant 6.40 6.40 0 0 0 0.0 1 Parcel G 0.75 Passive Park 1. 30 1. 30 1 1 2 0.2 1 Parcel G 0.00 Garden Hotel 0.36 0.24 0 0 0 0.0 1 Parcel G 0.00 Live/Work 0 .13 0.51 0 0 0 o.o 1 Parcel G 0.00 Office 2.52 0.28 0 0 0 0.0 1 Parcel G 0.00 High Quality R 0.60 0.40 0 0 0 0.0 1 Parcel G 0.00 Hotel 0.36 0.24 0 0 0 0.0 Zone 1 Subtotal ............................. 1 1 2 0.2 2 Parcel I 0.00 Town Home 0.13 0.51 0 0 0 0.0 2 Parcel I 0.00 Resort 0.24 0.16 0 0 0 0.0 2 Parcel I 0.00 Apartment 0.10 0.38 0 0 0 o.o 2 Parcel I 16.00 Specialty Reta 0.72 0.48 12 8 20 2.1 2 Parcel I 0.00 Restaurant 6.40 6.40 0 0 0 0.0 2 Parcel I o.oo Passive Park 1. 30 1. 30 0 0 0 0.0 2 Parcel I 0.00 Garden Hotel 0.36 0.24 0 0 0 0.0 2 Parcel I 0.00 Live/Work 0 .13 0.51 0 0 0 0.0 2 Parcel I 0.00 Office 2.52 0.28 0 0 0 0.0 2 Parcel I 0.00 High Quality R 0.60 0.40 0 0 0 o.o 2 Parcel I 0.00 Hotel 0.36 0.24 0 0 0 0. 0 Zone 2 Subtotal ............................. 12 8 20 2 .1 3 Parcel B 0.00 Town Home 0 .13 0.51 0 0 0 0.0 3 Parcel B 0.00 Resort 0.24 0.16 0 0 0 0.0 3 Parcel B 0.00 Apartment 0.10 0.38 0 0 0 0.0 3 Parcel B 6.00 Specialty Reta 0.72 0.48 4 3 7 0.7 3 Parcel B 0.00 Restaurant 6.40 6.40 0 0 0 0.0 3 Parcel B 0.00 Passive Park 1. 30 1. 30 0 0 0 0.0 3 Parcel B 0.00 Garden Hotel 0.36 0.24 0 0 0 0.0 3 Parcel B 0.00 Live/Work O .13 0.51 0 0 0 0.0 3 Parcel B o.oo Office 2.52 0.28 0 0 0 0.0 3 Parcel B 0.00 High Quality R 0.60 0.40 0 0 0 0.0 3 Parcel B o.oo Hotel 0.36 0.24 0 0 0 o.o Zone 3 Subtotal ............................. 4 3 7 0.7 4 Parcel D 0.00 Town Home 0 .13 0.51 0 0 0 0.0 4 Parcel D 0.00 Resort 0.24 0.16 0 0 0 0. 0 4 Parcel D 24.00 Apartment 0.10 0.38 2 9 11 1.1 4 Parcel D 0.00 Specialty Reta 0.72 0.48 0 0 0 0.0 Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 2 07~2007 13:46 Filename: WKDYEX-1.0UT Pa.9.e wkday + proj AM Wed Jul 18, 2007 13:46:39 Page 2 -2 Pont o Vision Plan Existing Weekday+ Project Conditions AM Peak Zone # Subzone Amount Units 4 Parcel D 4 Parcel D 4 Parcel D 4 Parcel D 4 Parcel D 4 Parcel D 4 Parcel D 0.00 o.oo o.oo 9.00 o.oo o.oo o.oo Zone 4 Subtotal 5 Parcel E 5 Parcel E 5 Parcel E 5 Parcel E 5 Parcel E 5 Parcel E 5 Parcel E 5 Parcel E 5 Parcel E 5 Parcel E 5 Parcel E o.oo 126.00 o.oo 0.00 o.oo o.oo o.oo o.oo o.oo o.oo 180.00 Zone 5 Subtotal 6 Parcel A 6 Parcel A 6 Parcel A 6 Parcel A 6 Parcel A 6 Parcel A 6 Parcel A 6 Parcel A 6 Parcel A 6 Parcel A 6 Parcel A 0 .00 0 .00 0 .00 0.00 0.00 0 .00 0.00 0 .00 0.00 0.00 215.00 Zone 6 Subtotal 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H Zone 7 0.00 0.00 0.00 12 .00 5.00 0.00 0 .00 0.00 0.00 0 .00 53.00 Subtotal Restaurant Passive Park Garden Hotel Live/Work Office High Quality R Hotel Town Home Resort Apartment Specialty Reta Restaurant Passive Park Garden Hotel Live/Work Office High Quality R Hotel Town Home Resort Apartment Specialty Reta Restaurant Passive Park Garden Hotel Live/Work Office High Qual ity R Hotel Town Home Resort Apartment Specialty Reta Restaurant Passive Park Garden Hotel Live/Work Office High Quality R Hotel Rate In 6.40 1. 30 0.36 0.13 2 .52 0 .60 0 .36 0 .13 0.24 0.10 0.72 6.40 1. 30 0.36 0 .13 2.52 0.60 0.36 0 .13 0.24 0 .10 0. 72 6.40 1. 30 0 .36 0 .13 2 .52 0.60 0.36 0 .13 0 .24 0 .10 0 . 72 6.40 1. 30 0. 36 0 .13 2.52 0.60 0.36 Rate Out 6.40 1. 30 0.24 0.51 0 .28 0 .40 0.24 0 .51 0 .16 0.38 0 .48 6.40 1.30 0 .24 0.51 0.28 0.40 0.24 0.51 0.16 0 .38 0.48 6 .40 1.30 0.24 0.51 0.28 0.40 0 .24 0 .51 0 .16 0.38 0 .48 6.40 1. 30 0 .24 0.51 0.28 0.40 0.24 Trips Trips Total% Of In Out Trips Total 0 0 0 1 0 0 0 3 0 30 0 0 0 0 0 0 0 0 65 95 0 0 0 0 0 0 0 0 0 0 77 77 0 0 0 9 32 0 0 0 0 0 19 60 0 0 0 5 0 0 0 14 0 20 0 0 0 0 0 0 0 0 43 63 0 0 0 0 0 0 0 0 0 0 52 52 0 0 0 6 32 0 0 0 0 0 13 51 0 0 0 6 0 0 0 17 0 50 0 0 0 0 0 0 0 0 108 158 0 0 0 0 0 0 0 0 0 0 129 129 0 0 0 15 64 0 0 0 0 0 32 111 0.0 0.0 0 . 0 0 . 6 0.0 0.0 0 .0 1.8 0.0 5.2 0.0 o.o 0 . 0 0.0 0. 0 0.0 0.0 0.0 11. 2 16.4 0.0 o.o o.o 0 . 0 0. 0 0 . 0 o.o 0.0 0.0 0.0 13 .4 13 .4 o.o 0 . 0 0. 0 1. 6 6.6 0.0 0.0 o.o 0.0 0 . 0 3 .3 11.5 Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07~2007 13:46 Filename: WKDYEX-1 .0UT Pa.9.e wkday + proj AM Wed Jul 18, 2007 13:46 :39 Page 2 -3 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak zone # Subzone 8 Parcel F 8 Parcel F 8 Parcel F 8 Parcel F 8 Parcel F 8 Parcel F 8 Parcel F 8 Parcel F 8 Parcel F 8 Parcel F 8 Parcel F 8 Parcel F Amount Units 128.00 Town Home 0.00 Resort 0 .00 Apartment 9.25 Specialty Reta 0.00 Restaurant 0.00 Passive Park 0 .00 Garden Hotel 0 .00 Live/Work 0 .00 Office 0 .00 High Quality R o.oo Hotel 23.30 Flex Restauran Zone 8 Subtotal 9 Parcel C 9 Parcel C 9 Parcel C 9 Parcel C 9 Parcel C 9 Parcel C 9 Parcel C 9 Parcel C 9 Parcel C 9 Parcel C 9 Parcel C 0.00 Town Home 0 .00 Resort 0 .00 Apartment 0.00 Specialty Reta 0.00 Restaurant 0 .00 Passive Park 0 .00 Garden Hotel 0.00 Live/Work 0 .00 Office 0 .00 High Quality R 216 .00 Hotel Zone 9 Subtotal Rate In 0.13 0 .24 0 .10 0. 72 6 .40 1. 30 0 .36 0 .13 2 .52 0.60 0 .36 6.40 0.13 0 .24 0.10 0 . 72 6 .40 1. 30 0.36 0 .13 2 .52 0 .60 0.36 Rate Out 0.51 0.16 0.38 0.48 6.40 1. 30 0.24 0 .51 0 .28 0.40 0 .24 6.40 0.51 0.16 0 .38 0 .48 6 .40 1. 30 0 .24 0 .51 0 .28 0 .40 0 .24 Trips Trips Total% Of In Out Trips Total 17 0 0 7 0 0 0 0 0 0 0 149 173 0 0 0 0 0 0 0 0 0 0 78 78 65 0 0 4 0 0 0 0 0 0 0 149 218 0 0 0 0 0 0 0 0 0 0 52 52 82 8 . 5 0 0 .0 0 0.0 11 1.1 0 0 .0 0 0 .0 0 o.o 0 o.o 0 o.o 0 o.o 0 o.o 298 30 .9 391 40 .5 0 o.o 0 o.o 0 o.o 0 o.o 0 o.o 0 o.o 0 o.o 0 o.o 0 0 .0 0 0 .0 130 13.5 130 13 .5 4 TOTAL-........•.•...•................................... --503 ---462 ----965 -100 .O ✓ \ . '· Traffix 7 .8.0715 (c) 2006 Dowling Assoc . Licensed to RBF CONSULTING, IRVINE 07 /'.18/2007 13,46 Filename, WKDYEX-1.0UT Page 5 07/18/2007 13,46 Filename, WKDYEX-1 .OUT Page 6 wkday + proj AM Wed Jul 18, 2007 13 ,46 ,39 Page 3-1 wkday + proj AM Wed Jul 18, 2007 13,46,45 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Ponto Vision Plan Ponto Vision Plan Existing Weekday+ Project Conditions Existing Weekday+ Project Conditions AM Peak AM Peak ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Trip Distribution Report Impact Analysis Report Level Of Service Percent Of Trips Project Intersection Base Future Change To Gates Del/ V/ Del/ V/ in 1 2 3 4 5 6 8 9 10 11 12 LOS Veh C LOS Veh C Zone ------------------------------#101 Avenida Encinas/ Palomar Airp B xxxxx 0.614 B xxxxx 0.623 + 0.008 V/C 1 35.0 3.0 8.0 8.0 1.0 8.0 25.0 3.0 2.0 1.0 1.0 #102 I-5 SB Ramps I Palomar Airport A xxxxx O. 529 A xxxxx O. 530 + 0.001 V/C 2 35.0 3.0 8.0 8.0 1.0 8.0 25.0 3.0 2.0 1.0 1.0 3 35.0 3. 0 8.0 8.0 1.0 8.0 25.0 3.0 2.0 1.0 1.0 #103 I-5 NB Ramps I Palomar Airport C xxxxx 0.752 C xxxxx 0.753 + 0.001 V/C 4 35.0 3.0 8.0 8.0 1.0 8.0 25.0 3.0 2. 0 1.0 1.0 5 35.0 3.0 8.0 8.0 1.0 8.0 25.0 3.0 2.0 1.0 1.0 #104 Paseo Del Norte/ Palomar Airp C xxxxx 0.711 C xxxxx 0.711 + 0.000 V/C 6 35.0 3.0 8.0 8.0 1.0 8.0 25.0 3.0 2.0 1.0 1.0 7 35.0 3. 0 8.0 8.0 1.0 8.0 25.0 3.0 2.0 1.0 1.0 #105 Armada/ Palomar Airport Rd A xxxxx 0.505 A xxxxx 0.505 + 0.000 V/C 8 35.0 3. 0 8.0 8. 0 1.0 8.0 25.0 3.0 2.0 1. 0 1.0 9 35.0 3.0 8.0 8.0 1.0 8.0 25.0 3.0 2. 0 1.0 1.0 #106 Palomar Airport Rd. I Hidden A xxxxx 0.507 A xxxxx 0.529 + 0.022 V/C To Gates #107 College Blvd / Palomar Airport A xxxxx 0.491 . A xxxxx 0.491 + 0.000 V/C 13 14 Zone #108 Palomar Airport / Camino Vida A xxxxx 0.596 A xxxxx 0.596 + 0.000 V/C 1 4.0 1.0 #109 El Camino Real I Palomar Airpo B xxxxx 0.680 B xxxxx 0.680 + 0.000 V/C 2 4.0 1.0 3 4.0 1.0 #110 Palomar Airport Road/ El Fuer D xxxxx 0.871 D xxxxx 0.873 + 0.002 V/C 4 4.0 1.0 5 4.0 1.0 #111 Palomar Airport Road/ Melrose B xxxxx 0.685 B xxxxx 0.686 + 0.002 V/C 6 4.0 1.0 7 4.0 1.0 #112 Carlsbad Blvd. I Island Way. A xxxxx O. 316 A xxxxx 0.328 + 0.012 V/C 8 4.0 1.0 9 4.0 1.0 #113 Carlsbad Blvd/ Breakwater Rd. A xxxxx 0.318 A xxxxx 0.331 + 0.012 V/C #114 Carlsbad Blvd. I Poinsettia La A xxxxx 0.510 B xxxxx 0.641 + 0.131 V/C #115 Avenida Encinas/ Poinsettia L A xxxxx 0.431 A xxxxx 0.519 + 0.088 V/C #116 I-5 SB Ramps I Poinsettia Lan A xxxxx 0.476 B xxxxx 0.625 + 0.150 V/C #117 I-5 NB Ramps/ Poinsettia Lane B xxxxx 0.639 C xxxxx 0.730 + 0.091 V/C #118 Paseo Del Norte/ Poinsettia L A xxxxx 0.552 A xxxxx 0.577 + 0.025 V/C #119 Paseo Del Norte I Camino de la A xxxxx 0.483 A xxxxx O. 506 + 0.023 V/C #120 Batiquitos Dr. / Poinsettia La B xxxxx 0.625 B xxxxx 0.640 + 0.015 V/C #121 Aviara Parkway/ Poinsettia La A xxxxx 0.453 A xxxxx 0.463 + 0.010 V/C #122 El Camino Real / Cassia A xxxxx 0.533 A xxxxx 0.538 + 0.005 V/C #123 El Camino Real / Camino Vida R A xxxxx 0.413 A xxxxx 0.415 + 0.002 V/C I I Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE I Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07~2007 13,46 Filename, WKDYEX-1.0UT wkday + proj AM Wed Jul 18, 2007 13:46:45 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak Int ersection Base Future Del/ V/ Del/ V/ LOS Veh C LOS Veh C #124 Carlsbad Blvd/ Ponto Drive A xxxxx 0.377 A xxxxx 0.479 #125 Carlsbad Blvd. / Beach way A xxxxx 0.164 A xxxxx 0.232 #126 Carlsbad Blvd. / Avenida Encin A xxx.xx 0.400 A xxxxx 0.460 #127 Ponto Dr. / Avenida Encinas a.a 0.000 B 11.9 0.000 #128 Carlsbad Blvd. I La Costa Ave A xxxxx 0.581 A xxxxx 0.599 #129 Vulcan/ La Costa Ave. D 27.8 0.000 F 67.7 0.000 #130 I -5 SB Ramps/ La Costa Ave. A xxxxx O.S39 A xxxxx 0.579 #131 I-5 N1l Ramps/ La Costa Ave. B xxxxx 0.606 B xxxxx 0.606 #132 Piraeus/ La Costa Ave. A xxxxx O.S42 A xxxxx 0.553 #133 El Camino Real/ La Costa Ave. D xxxxx 0.866 D xxxxx 0.877 #134 Carlsbad Blvd/ Leucadia Ave A xxxxx 0.555 A xxxxx 0.565 #201 La Costa Avenue/Sheridan Road B 10.8 0.000 B 12.9 0.000 Page Page 4-2 Change in + 0.102 V/C + Q.068 V/C + 0.060 V/C +11.915 D/V + 0.019 V/C +39.891 D/V + 0 .040 V/C + 0.000 V/C + 0.011 V/C + 0.011 V/C +O.OllV/C + 2.096 D/V Traffix 7.8.0715 (c ) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 7 07~2007 13,46 wkday + proj AM Filename: WKDYEX-1.0UT Wed Jul 18, 2007 13:46,45 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak Level Of Service Computation Report Pag_e Page 5-1 ICU l(Loss as Cycle Length\) Method (Future Volume Alternative) .•...............................••.............•.•.••....•..•...•.••••••.•..... Intersection #101 Avenida Encinas/ Palomar Airport Rd. •..•.........••..................••..........•.............••..•...........••••. Cycle (sec), Loss Time (sec), Optimal Cycle: 100 10 (Y+R•4.0 sec) 44 Critical Vol./Cap. (X)' Average Delay (sec/veh): Level Of Service: Q.623 xxxx.xx B .............•...............•................•..........•.....•.•.•............ Street Name: Avenida Encinas Palomar Airport Rd Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11 ---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, 1 a 1 a 1 1 1 a a 1 1 a o 1 a 1 o 1 a 1 ------------1 ---------------1 \---------------\ I ---------------11---------------1 Volume Module, >> Count Date: 11 Jul 2006 << 8,00 AM TO 8:45 AM Base Vol, 21 51 112 155 67 21 51 275 48 306 264 269 Growth Adj: 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 21 51 112 15S 67 21 Sl 275 48 306 264 269 Added Vol: 0 1 2 0 1 1 1 9 0 2 28 0 PasserByVol, a a a a a a a a a a a a Initial Fut: 2·1 S-2 114 155 68 22 52 284 48 308 292 269 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PHF Volume: 23 57 124 168 74 24 57 309 52 335 317 292 Reduct Vol , o o a a o o o o a a a a Reduced Vol: 23 57 124 168 74 24 57 309 52 335 317 292 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1 .00 1 .00 1.00 1.00 1.00 Final Vol.: 23 57 124 168 74 24 57 309 52 335 317 292 ------------\---------------\ \---------------\ \---------------\ \---------------\ Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1 .13 1.25 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.25 1.13 Lanes: 1.00 1.00 1.00 1.39 0.61 1.00 1.00 0.86 0.14 1.00 1.00 1.00 Final Sat.: 1800 2000 1800 2502 1098 1800 1800 1540 260 1800 2000 1800 ------------\---------------\ 1---------------1 \---------------\ \---------------\ Capacity Analysis Module, Vol/Sat: 0.01 0.03 0.07 0.07 0.07 0.01 0.03 0.20 0.20 0.19 0.16 0.16 Crit Moves: •••• **** •••• •••• .•......•.•.••.......•.•......•.•.......•.•........•.....•............•.•.•....• Traffix 7 .8.0715 (cl 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 8 07/18/2007 13,46 wkday + proj AM Filename, WKDYEX-1.0UT Wed Jul 18, 2007 13,46,45 Ponto Vision Plan Existing weekday+ Project Conditions AM Peak Level Of Service Computation Report Pa9.e Page 6-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #102 I-5 SB Ramps/ Palomar Airport Rd. ******************************************************************************** Cycle (sec) , Loss Time (sec) Optimal Cycle, 100 Critical Vol./Cap. (X), 10 (Y+R-4.0 sec) Average Delay (sec/veh) 35 Level Of Service, 0.530 xxxxxx A ******************************************************************************** I-5 SB Ramps Palomar Airport Rd Street Name, Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ---------------1I---------------11---------------1 I ---------------1 Concrol, Rights, Min. Green: Protected Protected Protected Protected Include Include Include Ignore 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 1 0 0 0 2 0 1 ------------1---------------11---------------11---------------1 I ---------------1 volume Module, >> Count Date, 11 Jul 2006 << 8,00 AM TO 8,45 AM Base Vol, o O o 906 o 297 o 490 96 555 311 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 0 0 O 906 0 297 O 490 96 O 555 311 Added Vol, 0 0 0 O O 26 O 11 0 PasserByVol, 0 0 O 0 O O 0 O 0 Initial Fut, 0 0 o 906 0 96 User Adj, 1.00 1.00 1.00 1.00 1. 00 1.00 PHF Adj, 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume, 0 0 0 996 0 105 0 0 0 1.00 0.91 0 0 558 1.00 0. 91 613 0 0 311 0.00 0.00 0 Reduct Vol, o o o O o o o O o o O o 0 0 0 0 Reduced vol, o O o 996 o 355 o 551 105 o 613 O 996 0 105 0 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol., 0 0 0 996 0 355 0 551 105 0 613 0 ------------1 ---------------1I---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.22 1.13 1.13 1.25 1.13 Lanes, 0.00 0.00 0.00 2.00 o.oo 1.00 0.00 2.52 0.48 0.00 2.00 1.00 Final Sat., o O O 3600 o 1800 o 4932 868 O 4000 1800 ------------1---------------11---------------1 I ---------------1 I ---------------1 Capacity ·Analysis Module, Vol/Sat, 0.00 0.00 0.00 0.28 0.00 0.20 0.00 0.11 0.12 0.00 0.15 0.00 Crit Moves, ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 9 o7illL2007 13,46 Filename, WKDYEx-1.0UT Pa9.e 10 wkday + proj AM Wed Jul 18, 2007 13,46,45 Po~to Vision Plan Existing Weekday+ Project Conditions AM Peak Level Of Service Computation Report Page 7-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #103 I-5 NB Ramps/ Palomar Airport Rd ******************************************************************************** Cycle (sec) Loss Time (sec) Optimal Cycle, 100 10 (Y+R-4.0 sec) 58 Critical Vol./Cap. (X), Average Delay (sec/veh) Level Of Service, 0.753 xxxxxx C ******************************************************************************** I-5 NB RAmps Palomar Airport Rd Street Name, Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control, Rights, Permitted Protected Protected Protected Include Include Include Include Mir:... Green: 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 2 0 0 0 0 0 1 0 3 0 0 0 0 3 0 2 ------------1 ---------------1I---------------11---------------11---------------1 Volume Module, >> Count Date, 11 Jul 2006 << 7,45 AM TO 8,30 AM Base Vol, 205 o 1394 o o o 83 1355 o 0 628 469 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 205 o 1394 o o o 83 1355 o o 628 Added Vol, 0 0 0 O O 0 8 3 0 PasserByVol, Initial Fut, User Adj, PHF Adj, PHF Volume, Reduct Vol, 0 0 205 0 1. 00 1. 00 0 94 0.94 218 0 0 0 0 1394 1.00 0.94 1483 0 0 0 1.00 0.94 0 0 0 0 0 0 0 0 0 91 1358 0 1.00 1.00 1. 00 1. 00 1.00 0. 94 0.94 0.94 0.94 0.94 0 0 97 1445 0 0 0 0 0 0 0 3 0 0 0 631 1.00 1.00 Q.94 0.94 0 671 0 0 469 0 0 469 1.00 0. 94 499 0 Reduced Vol, 218 o 1483 o o o 97 1445 o o 671 499 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 218 O 1483 0 0 O 97 1445 0 0 671 499 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes, 1.00 0.00 2.00 0.00 0.00 0.00 1.00 3.00 0.00 0.00 3.00 2.00 Final Sat., 1800 ·o 3600 o o o 1800 6000 o o 6000 3600 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.14 0.00 0.41 0.00 o.oo 0.00 0.05 0.24 o.oo o.oo 0.11 0.14 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 wkday + proj AM Filename: WKDYEX-1.0UT Wed Jul 18, 2007 13:46:45 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak Level Of Service Computation Report Pa.9.e 11 Page 8-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #104 Paseo Del Norte/ Palomar Airport Rd. ******************************************************~************************* Cycle (sec): 120 Critical Vol./Cap. (X): Loss Time (sec) Optimal Cycle: 10 (Y+R-4. 0 sec) 54 Average Delay (sec/veh) Level Of Service: 0.711 xxxxxx C ******************************************************************************** Street Name: Paseo Del Norte Palomar Airport Rd. Approach: North Bound South Bound East Bound West Bound Move111ent: L T R L T R L T R L T R ------------1 ---------------1 I ---------------1 I ---------------1 I ---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 0 1 1 0 2 0 1 1 0 2 0 2 1 0 2 0 3 0 1 ------------1---------------11---------------1 I ---------------1 I---------------I Volume Module: >> Count Date: 11 Jul 2006 << 8:00 AM TO 8,45 AM Base Vol: 202 133 143 166 61 107 328 2201 153 80 777 204 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 202 133 143 166 61 107 328 2201 153 80 777 204 Added Vol, 0 0 0 0 0 3 2 0 0 0 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 202 133 143 166 61 110 330 2201 153 80 778 204 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0. 93 0.93 0.93 0.93 0.93 0. 93 0.93 0.93 0.93 0.93 PHF Volume: 217 143 154 178 66 118 355 2367 165 86 837 219 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 217 143 154 178 66 118 355 2367 165 86 837 219 PCE 1'.dj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 1.00 1.00 1.00 Final Vol.: 217 143 154 178 66 118 355 2367 165 86 837 219 OvlAdjVol: 130 ------------1---------------11---------------1 I---------------I 1---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1. 25 1.13 1.13 1. 25 1.13 1.13 1.21 1.13 1.13 1. 25 1.13 Lanes: 2.00 1.00 1.00 2.00 1.00 1.00 2.00 2 . 81 0.19 2.00 3.00 .1.00 Final Sat.: 3600 2000 1800 3600 2000 1800 3600 5449 351 3600 6000 1800 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.06 0.07 0.09 0.05 0.03 0.07 0.10 0.43 0.47 0.02 0.14 0.12 OvlAdjV/S : 0.07 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 wkday + proj AM Filename: WKDYEX-1.0UT Wed Jul 18, 2007 13:46:45 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak Level Of Service Computation Report Pa.9.e 12 Page 9-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #105 Armada/ Palomar Airport Rd ******************************************************************************** Cycle (sec): 120 Loss Time (sec) Optimal Cycle, 10 (Y+R-4.0 sec) 44 Critical Vol ./Cap. (X) Average Delay (sec/veh) Level Of Service: 0.505 xxxxxx A Street Name: Armada Palomar Airport Rd Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------I I---------------I1---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 0 0 1 0 2 0 1 0 1 2 0 3 0 1 1 0 3 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: >> Count Date: 27 Jul 2006 << 7:45 AM TO 8:30 AM Base Vol: 45 12 42 59 9 40 186 2050 121 38 882 183 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00_ Initial Bse: 45 12 42 59 9 40 186 2050 121 38 882 183 Added Vol: 0 0 0 0 0 0 0 0 0 0 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 45 12 42 59 9 40 186 2050 121 38 883 183 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 46 12 43 61 9 41 192 2113 125 39 910 189 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 46 12 43 61 9 41 192 2113 125 39 910 189 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 46 12 43 61 9 41 192 2113 125 39 910 189 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1. 25 1.13 1.13 1.25 1.13 Lanes: 2.00 0.22 0.78 2.00 1.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat. : 3600 400 1400 3600 2000 1800 3600 6000 1800 1800 6000 1800 ------------1 ---------------I1---------------11---------------1 I ---------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.03 0.03 0.02 0.00 0.02 0.05 0.35 0.07 0.02 0.15 0.10 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07!.J&/..2007 13:46 Filename: WKDYEx~1.0UT Pa.9.e 13 wkday + proj AM Wed Jul 18, 2007 13:46:45 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak Level Of Service Computation Report Page 10-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #106 Palomar Airport Rd. / Hidden Valley ******************************************************************************** Cycle (sec): Loss Time I sec) Optimal Cycle: 120 10 (Y+R~4.0 sec) 44 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service: 0.529 xxxxxx A ******************************************************************************** Street Name: Hidden Valley Palomar Airport Rd. Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------I 1---------------1 I ---------------1 I ---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 3 O 1 1 0 2 1 0 ------------1---------------I1---------------11---------------1 I ---------------1 Volume Module: >> Count Date: Base Vol: 71 6 60 Growth Adj: 1.00 1.00 1.00 Initial Bse: 71 6 60 Added Vol: 0 0 18 PasserByVol: 0 0 Initial Fut: 71, 6 78 User Adj: 1. 00 1. 00 1.00 PHF Adj: 0.95 PHF Volume: 82 Reduct Vol: 0 Reduced Vol: 82 PCE Adj: 1.00 27 Jul 2006 << 7:45 AM TO 8:30 AM 6 0 5 73 1949 104 68 1039 40 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 6 0 5 73 1949 104 68 1039 40 0 0 0 0 0 0 20 1 0 0 0 0 0 0 0 0 6 0 5 73 1949 104 88 1040 40 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 0. 9! 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 I 0 5 6 0 5 77 2052 10 9 93 1095 42 I 0 0 0 0 0 0 0 0 0 0 0 0 5 6 0 5 77 2052 109 93 1095 42 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 75 6 82 6 0 5 77 2052 109 93 1095 42 ------------1---------------I 1---------------1 I ---------------1 I ---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.21 1.13 Lanes, 1.00 0.07 0.93 1.00 1.00 1.00 1.00 3.00 1.00 1.00 2.89 0.11 Final Sat.: 1800 129 1671 1800 2000 1800 1800 6000 1800 1800 5600 200 ------------1---------------I 1---------------1 I ---------------1 I ---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.05 0.05 0.00 0.00 0.00 0.04 0.34 0.06 0.05 0.20 0.21 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 07/18/2007 13:46 Filename: WKDYEX-1.0UT Pa.9.e 14 wkday + proJ AM Wed Jul 18, 2007 13:46:45 Ponto Vision Plan Existing Weekday+ Project Conditions .Z\M Peak Level Of Service Computation Report Page 11-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #107 College Blvd/ Palomar Airport Rd ******************************************************************************** Cycle (sec): Loss Time (sec) Optimal Cycle: 120 10 (Y+R=4.0 sec) 44 Critical Vol. /Cap. (X) : Average Delay (sec/veh) Level Of Service: 0.491 xxxxxx A ******************************************************************************** Street Name: College Blvd Palomar Airport Rd Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, 2 o 2 o 1 1 o o 1 1 2 o 3 o 1 2 o 3 o 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: >> Count Date: 27 Jul 2006 << 7:45 AM TO 8:30 AM Base Vol: 132 482 215 70 82 129 494 1338 51 32 753 25 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 132 482 215 70 82 129 494 1338 51 32 0 753 25 0 Added Vol: 5 0 0 O O 15 14 0 5 1 0 PasserByVol: 0 0 Initial Fut: 137 482 User Adj, 1. 00 1.00 PHF Adj: 0.96 0.96 PHF Volume: 143 502 Reduct Vol: 0 0 0 215 1.00 0. 96 224 0 0 0 0 0 0 0 0 82 144 508 1338 56 32 754 25 1.00 0. 96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 85 150 529 1394 58 33 785 26 0 0 0 0 0 0 0 0 Reduced Vol: 143 502 224 73 85 150 529 1394 58 33 785 26 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 143 502 224 73 85 150 529 1394 58 33 785 26 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes, 2.00 2.00 1.00 1.00 0.73 1.27 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3600 4000 1800 1800 1306 2294 3600 6000 1800 3600 6000 1800 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.13 0.12 0.04 0.07 0.07 0.15 0.23 0.03 0.01 0.13 0.01 Crit Moves: **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 07/18/2007 13:46 Filename: WKDYEx-1.0UT Pa.9.e 15 wkday + proj AM Wed Jul 18, 2007 13:46:46 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak Level Of Service Computation Report Page 12-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #108 Palomar Airport/ Camino Vida Roble ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 Critical Vol./Cap. (X): 10 (Y+R-4.0 sec) Average Delay (sec/veh) 44 Level Of Service: 0. 596 xxxxxx A ******************************************************************************** Street Name: Camino Vida Roble Palomar Airport Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------1 I ---------------1 I ---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 0 0 1 0 1 0 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: >> Count Date: 12 Jul 2006 << 7:45 AM TO 8:30 AM Base Vol: 127 103 39 31 21 43 99 996 344 239 1047 305 Growth Adj: 1.00 1.00 1.00 1 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 127 103 39 31 21 43 99 996 344 239 1047 305 Added Vol: 0 0 0 0 0 0 0 0 0 0 1 0 0 PasserByVol, 0 0 0 0 Initial Fut, 127 103 39 31 User Adj: 1. 00 1. 00 1.00 1.00 PHF Adj: 0.93 0.93 0. 93 0.93 PHF Volume: 137 111 42 33 Reduct Vol, 0 0 0 0 0 0 0 21 1.00 43 1.00 99 1.00 0 996 1.00 0. 93 0 344 1.00 0 0 239 1048 1. 00 l. 00 305 1.00 0.93 0.93 0.93 0.93 3 46 106 1071 370 257 1127 328 1071 0 0 0 0 0 0 0 0 0 Reduced Vol, 137 111 42 33 23 46 106 1071 370 257 1127 328 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 137 111 42 33 23 46 106 1071 370 257 1127 328 ------------1 ---------------1I---------------11---------------1 I ---------------1 Saturation Flow Module, Sat/Lane:· 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1 13 1.13 1.13 1.13 1.25 1.13 1.13 1.24 1.13 1.13 1.23 1.13 Lanes, 2.00 0.73 0.27 1.00 1.00 1.00 1.00 2.23 0.77 1.00 2.32 0.68 Final Sat.: 3600 1306 494 1800 2000 1800 1800 4414 1386 1800 4583 1217 ------------1---------------11---------------11--------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.08 0.08 0.02 0.01 0.03 0.06 0.24 0.27 0.14 0.25 0.27 Crit Moves, **** **** **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07Ll_8L2007 13:46 wkday + proj AM Filename: WKDYEX-1.0UT Wed Jul 18, 2007 13:46:46 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak Level Of Service Computation Report Pa.9.e 16 Page 13-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #109 El Camino Real/ Palomar Airport Road ******************************************************************************** Cycle (sec): Loss Time (sec), Optimal Cycle: 120 10 (Y+R=4. 0 sec) 50 Critical Vol. /Cap. (X): Average Delay (sec/veh): Level Of Service, 0.680 xxxxxx B Street Name: El Camino Real Palomar Airport Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------I I ---------------1 I---------------I I ---------------1 Control, Protected Protecc.ed Protected Protected Rights, Ovl Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 3 0 2 2 0 3 0 1 2 0 2 1 0 2 0 3 0 2 ------------I---------------II---------------11---------------1 I ---------------1 Volume Module: >> Count Date: 13 Jul 2006 << 7:30 AM TO 8:15 AM Base Vol, 102 559 390 441 677 263 79 517 63 573 1151 1185 Growth Adj: 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 Initial Bse, 102 559 390 441 677 263 79 517 63 573 1151 1185 Added Vol: 0 0 9 0 0 0 0 0 0 10 1 o PasserByVol: 0 0 0 0 0 0 0 o 0 o 0 o Initial Fut: 102 559 399 441 677 263 79 517 63 583 1152 1185 User Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 107 588 420 464 713 277 83 544 66 614 1213 1247 Reduct Vol, 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 107 588 420 464 713 277 83 544 66 614 1213 1247 PCE Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 MLF Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 Final Vol.: 107 588 420 464 713 277 83 544 66 614 1213 1247 OvlAdjVol: 0 ------------1 ---------------II ---------------1I---------------11---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.22 1.13 1.13 1.25 1.13 Lanes, 1.00 3.00 2.00 2.00 3.00 1.00 2.00 2.67 0.33 2.00 3.00 2.00 Final Sat.: 1800 6000 3600 3600 6000 1800 3600 5213 587 3600 6000 3600 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat: 0.06 0.10 0.12 0.13 0.12 0.15 0.02 0.10 0.11 0.17 0.20 0.35 OvlAdjV/S : 0.00 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07illJ..2007 13:46 wkday + proj AM Filename: WKDYEX-1.0UT Wed Jul 18, 2007 13:46:46 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak Level Of Service Computation Report Pa.9:e 17 Page 14-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #110 Palomar Airport Road/ El Fuerte ******************************************************************************** Cycle (sec): 120 Loss Time (sec) Optimal Cycle: 10 (Y+R=4.0 sec) 95 Critical Vol./Cap. (X) Average Delay (sec/veh) Level Of Service: 0.873 xxxxxx D ******************************************************************************** Street Name: El Fuerte Palomar Airport Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------1 I ---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 0 1 l O 2 0 l 1 0 2 0 3 0 l 1 0 2 1 0 ------------1---------------11---------------1 I---------------I 1---------------1 Volume Module: >> Count Date: 12 Jul 2006 << 7:30 AM TO 8:30 AM Base Vol: 108 98 54 71 3 14 607 856 17 82 2684 171 Growth Adj: 1. 00 l. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1. 00 1. 00 1. 00 1.00 Initial Bse: 108 98 54 71 3 14 607 856 17 82 2684 171 Added Vol: 0 0 0 0 0 0 0 9 0 0 10 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 108 98 54 71 3 14 607 865 17 82 2694 171 User Adj: 1. 00 l. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 PHF Adj: 0.96 0.96 0. 96 0.96 0.96 0. 96 0.96 0.96 0. 96 0.96 0.96 0. 96 PHF Volume: 113 102 56 74 3 15 632 901 18 85 2806 178 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 113 102 56 74 3 15 632 901 18 85 2806 178 PCE Adj: l. 00 l. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 MLF Adj: 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 Final Vol.: 113 102 56 74 3 15 632 901 18 85 2806 178 ------------1---------------11---------------1 I---------------/ I---------------/ Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.22 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.21 1.13 Lanes: 2.00 1.29 0.71 2.00 1.00 1.00 2.00 3.00 1.00 1.00 2.82 0.18 Final Sat., 3600 2521 1279 3600 2000 1800 3600 6000 1800 1800 5478 322 ------------1---------------11---------------11---------------1 I ---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.04 0.04 0.02 0.00 0.01 0.18 0.15 0.01 0.05 0.51 0.55 Crit Moves: * 1t** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18L2007 13:46 Filename: WKDYEX-1.0UT Pa.9:e 18 wkday + proj AM Wed Jul 18, 2007 13:46:46 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak Level Of Service Computation Report Page 15-1 ICU l{Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #111 Palomar Airport Road/ Melrose Drive ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 10 (Y+R=4.0 sec) 50 Critical Vol. /Cap. (X) : Average Delay (sec/veh): Level Of Service: 0.686 xxxx.xx B ******************************************************************************** Street Name: Melrose Drive Palomar Airport Road Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control, Permitted Protected Protected Protected Rights: Include Include Ignore Include Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 0 3 0 1 2 0 2 0 2 2 O 2 1 0 2 0 3 O 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: >> Count Date: 12 Jul 2006 << 7:30 AM TO 8:15 AM Base Vol: 413 o 262 o o o o 949 88 271 2627 o Growth Adj: Initial Bse, Added Vol: PasserByVol: Initial Fut, User Adj: PHF Adj: PHF Volume: Reduct Vol: 1.00 1.00 413 0 0 0 0 0 413 0 1.00 1.00 0.97 0.97 426 0 0 0 1.00 1.00 1.00 1.00 262 0 0 0 0 0 0 0 0 0 0 0 262 0 0 0 1.00 1. 00 1. 00 1.00 0.97 0.97 0.97 0.97 270 0 0 0 0 0 0 0 1. 00 1. 00 1.00 1.00 1.00 1.00 0 949 88 271 2627 0 0 9 0 0 10 0 0 0 0 0 0 0 0 958 88 271 2637 0 1.00 1.00 o.oo 1. 00 1. 00 1.00 0.97 0.97 o.oo 0.97 0.97 0.97 0 988 0 279 2719 0 0 0 0 O· 0 0 Reduced Vol: 426 0 270 O O O O 988 O 279 2719 0 PCE AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol.: 426 O 270 0 0 0 0 988 O 279 2719 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.21 1.13 1.13 1.25 1.13 Lanes: 2.00 3.00 1.00 2.00 2.00 2.00 2.00 3.00 o.oo 2.00 3.00 1.00 Final Sat., 3600 6000 1800 3600 4000 3600 3600 5800 o 3600 6000 1800 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.12 0.00 0.15 0.00 0.00 0.00 0.00 0.17 o.oo 0.08 0.45 0.00 Crit Moves: **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/.1.§j_2007 13:46 wkday + proj AM Filename: WKDYEX-1.0UT Wed Jul 18, 2007 13:46:46 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak Level Of Service Computation Report Pa.9.e 19 Page 16-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #112 Carlsbad Blvd. / Island Way. ******************************************************************************** Cycle (sec): Loss Time (sec) Optimal Cycle: 100 10 (Y+R=4.0 sec) 37 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service: 0.328 xxxxxx A ******************************************************************************** Street Name: Carlsbad Blvd. Island Way Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 I ---------------1 I ---------------1 I ---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------1 ---------------1I---------------11---------------1 I ---------------1 Volume Module, >> Count Date, 12 Jul 2006 << 7:30 AM TO 8:15 AM Base Vol: 0 347 15 29 772 0 0 0 0 14 0 10 Growth Adj: 1.00 1.00 1 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, o 347 15 29 772 o o o O 14 O 10 Added Vol: 0 24 0 O 44 O O O O O O O PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 371 15 29 816 0 0 0 0 14 0 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PHF Volume: 0 403 16 32 887 0 0 0 0 15 0 11 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: O 403 16 32 887 0 0 0 o 15 0 11 PCE Adj: 1.00 1.00 1.00 1.00 1 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 00 1.00 1.00 1.00 Final Vol.: 0 403 16 32 887 0 0 0 0 15 0 11 ------------1 ---------------I 1---------------I 1---------------1 I ---------------1 Saturation Flow Module: Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.19 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes, 0.00 1.92 0.08 1.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 3660 140 1800 4000 0 0 0 0 1800 0 1800 ------------1---------------I 1---------------1I---------------11---------------1 Capacity Analysis Module, Vol/Sat: 0.00 0.11 0.12 0.02 0.22 0.00 0.00 0.00 0.00 0.01 0.00 0.01 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 Filename: WKDYEX-1.0UT Pa.9.e 20 wkday + proj AM Wed Jul 18, 2007 13:46:46 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak Level Of Service Computation Report Page 17-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #113 Carlsbad Blvd/ Breakwater Rd. ******************************************************************************** Cycle (sec) : Loss Time (sec) Optimal Cycle: Street Name: Approach: 100 10 (Y+R=4.0 sec) 37 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service: Carlsbad Blvd Breakwater Rd. 0.331 xxxxxx A North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 I ---------------1I---------------11---------------1 Control, Permitted Protected Protected Protected Rights, Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, 1 o 1 1 o 1 0 2 O O 0 0 O O o 1 o o o 1 ------------1---------------11---------------11---------------I 1---------------1 Volume Module, >> Count Date: 12 Jul 2006 << 7:30 AM TO 8:15 AM Base Vol: 9 347 8 12 771 0 0 0 o 20 o 7 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 9 347 8 12 771 O O O O 20 O 7 Added Vol: 0 24 0 O 44 0 0 0 0 O O O PasserByVol: O O 0 0 0 0 0 0 0 Initial Fut, 9. 371 8 12 0 0 20 0 7 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 10 412 9 13 0 0 22 0 8 Reduct Vol: O O O 0 0 0 0 0 0 Reduced Vol, 10 412 9 13 906 o O o o 22 o 8 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 10 412 9 13 906 0 0 0 0 22 0 8 ------------1---------------I I ---------------1 I---------------I 1---------------1 Saturation Flow Module: Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.19 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes, 1.00 1.96 0.04 1.00 2.00 0.00 0.00 0.00 0.00 1.00 o.oo 1.00 Final Sat., 1800 3724 76 1800 4000 0 0 0 o 1800 o 1800 ------------1---------------1I---------------11---------------1 I ---------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.11 0.12 0.01 0.23 0.00 0.00 0.00 0.00 0.01 0.00 0.00 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 07/18/2007 13,46 Filename, WKDYEX-1.0UT Pa.9.e 21 wkday + proj AM Wed Jul 18, 2007 13,46,46 Ponto Vision Plan Existing Weekday+ ProJect Conditions AM Peak Level Of Service Computation Report Page 18-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #114 Carlsbad Blvd. / Poinsettia Lane ******************************************************************************** Cycle (sec), Loss Time (sec) Optimal Cycle, 100 10 (Y+R=4.0 sec) 44 Critical Vol./Cap. (X), Average Delay (sec/veh) Level Of Service: 0.641 xxxxxx B **********************~********************************************************* Street Name: Carlsbad Blvd. Poinsettia Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------I1---------------11---------------1 I ---------------1 Control: Protected Protected Protected Permitted Rights: Include Include Include Include Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, 1 0 2 0 1 2 O 2 O 1 1 O 1 0 1 0 1 O 1 O ------------1---------------I 1---------------1 I ---------------1 I ---------------1 Volume Module, >> Count Date: 8 Aug 2006 << 8,00 AM TO 8,45 AM Base Vol: 1 385 93 129 827 29 15 40 14 271 4 79 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 1 385 93 129 827 29 15 40 14 Added Vol: 0 24 184 O 44 O O O O 0 PasserByVol, 0 0 0 0 0 0 0 0 0 Initial Fut, 1 409 277 129 871 29 15 40 14 user AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 PHF Adj, 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume, 1 435 295 137 927 31 16 43 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 271 180 0 451 4 4 1. 00 1. 00 0.94 0.94 480 4 0 0 79 0 0 79 1.00 0.94 84 0 Reduced Vol, 1 435 295 137 927 31 16 43 15 480 4 84 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. 1 435 295 137 927 31 16 43 15 480 4 84 ------------1 ---------------I1---------------11---------------I 1---------------1 Saturation Flow Module, Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.13 1.13 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 0.70 0.30 Final Sat 1800 4000 1800 3600 4000 1800 1800 2000 1800 1800 1267 533 ------------1 ---------------I1---------------11---------------1 I ---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.11 0.16 0.04 0.23 0.02 0.01 0.02 0.01 0.30 0.00 0.16 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,46 wkday + proj AM Filename, WKDYEX-1.0UT Wed Jul 18, 2007 13:46:46 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak Level Of Service Computation Report Pa.9.e 22 Page 19-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #115 Avenida Encinas/ Poinsettia Lane Cycle (sec), Loss Time (sec) Optimal Cycle: 100 10 (Y+R=4. 0 sec) 44 Critical Vol./Cap. (X), Average Delay (sec/veh) Level Of Service: 0.519 xxxxxx A Street Name, Approach: Avenida Encinas Poinsettia Lane North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ---------------1I---------------11---------------I 1---------------I Control, Protected Protected Protected Protected Rights, Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 O 1 O 1 1 O 1 O 1 1 O 2 1 o 2 o 2 o 1 ------------1 ---------------1 I ---------------1 I ---------------1 I---------------I Volume Module: >> Base Vol, Growth l,dj : Initial Bse: Added Vol: PasserByVol, Initial Fut, User Adj: PHF Adj, PHF Volume, Reduct Vol, 29 1.00 29 2 0 31 1.00 0.91 34 0 Count Date, 31 241 1.00 1.00 31 241 3 52 0 0 34 2 93 1.00 1.00 0. 91 0. 91 37 322 0 0 9 Aug 2006 << 8:00 AM TO 8:45 AM 115 59 30 13 98 38 291 232 167 l. 00 l. 00 1.00 l. 00 1. 00 1.00 l. 00 1.00 1.00 115 59 30 13 98 38 291 232 167 0 3 0 0 182 2 53 178 0 0 0 0 0 0 0 0 0 0 115 62 30 13 280 40 344 410 167 1.00 1.00 1.00 1. 00 1. 00 1.00 l. 00 1.00 1.00 0.91 0.91 0. 91 0.91 0.91 0.91 0.91 0.91 0.91 126 68 33 14 308 44 378 451 184 0 0 0 0 0 0 0 0 0 Reduced Vol: 34 37 322 126 68 33 14 308 44 378 451 184 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 34 37 322 126 68 33 14 308 44 378 451 184 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.22 1.13 1.13 1.25 1.13 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.63 0.37 2.00 2.00 1.00 Final Sat.: 1800 2000 1800 1800 2000 1800 1800 5125 675 3600 4000 1800 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.02 0.02 0.18 0.07 0.03 0.02 0.01 0.06 0.07 0.11 0.11 0.10 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,46 Filename, WKDYEX-1.0UT Pa.9.e 2 3 wkday + proj AM Wed Jul 18, 2007 13,46,46 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak Level Of Service Computation Report Page 20-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #116 I-5 SB Ramps / Poinsettia Lane ******************************************************************************** Cycle ( sec) , Loss Time (sec) Optimal Cycle, 100 Critical Vol./Cap. (X), 10 (Y+R=4.0 sec) Average Delay (sec/veh), 42 Level Of Service, 0.625 xxxxxx B ******************************************************************************** Street Name, Approach, Movement: I-5 SB Ramps Poinsettia Lane North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1 ---------------1I---------------11---------------1 I---------------I Control, Rights, Protected Permitted Protected Protected Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 0 0 0 0 0 1 1 0 0 1 0 0 2 0 1 2 0 2 0 0 ------------1 ---------------1I---------------11---------------1 I---------------I Volume Module, >> Count Date, 9 Aug 2006 << 8,15 AM TO 9,00 AM Base Vol, 0 0 0 203 1 194 0 425 91 487 569 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, O O O 203 1 194 O 425 91 487 569 0 Added Vol, 0 0 0 0 0 150 0 223 12 0 81 PasserByVol, 0 0 0 0 0 I I Initial Fut, 0 O user Adj, 1.00 1.00 PHF Adj, 0.93 0.93 PHF Volume, 0 0 Reduct Vol, 0 0 0 0 0 1.00 0.93 0 0 0 203 1 344 1.00 1.00 1.00 0.93 0.93 0.93 218 1 370 0 0 0 218 1 370 Reduced Vol, PCE Adj, 1.00 1.00 1.00 1.00 1.00 1. 00 0 0 0 0 648 103 1.00 1.00 1.00 0.93 0.93 0.93 0 697 111 0 0 0 0 697 111 1.00 1.00 1.00 487 1.00 0.93 524 0 524 0 650 1.00 0.93 699 0 699 1.00 0 0 1.00 0.93 0 0 0 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. , 0 0 0 218 1 370 0 697 111 524 699 0 ------------1---------------1I---------------11---------------1 I ---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes, 0.00 0.00 0.00 1.99 0.01 1.00 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat., o o o 3582 18 1800 o 4000 1800 3600 4000 O ------------1---------------1I---------------11---------------I I ---------------1 Capacity Analysis Module, Vol/Sat, 0.00 0.00 0.00 0.06 0.06 0.21 0.00 0.17 0.06 0.15 0.17 0.00 Crit Moves, ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 07/18/2007 13,46 wkday + proj AM Filename, WKDYEX-1.0UT Wed Jul 18, 2007 13,46,46 Ponto Vision Plan Existing Weekday+ ProJect Conditions AM Peak Level Of Service Computation Report Pa.9.e 24 Page 21-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ***************************************** Intersection #117. I-5 NB Ramps / Poinsettia Lane ******************************************************************************** Cycle (sec), Loss Time (sec) Optimal Cycle, 100 10 (Y+R-4.0 sec) 54 Critical Vol./Cap. (X)' Average Delay (sec/veh) Level Of Service, 0.730 xxxxxx C Street Name, I-5 NB Ramps Poinsettia Lane Approach, North Bound South Bound East Bound West Bound Movement, L T R L T R L T R L T R ------------1---------------11---------------1I---------------11---------------1 Control, Rights, Min. Green: Lanes: Permitted Protected Protected Protected Include Include Include Include 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 2 0 0 0 0 0 1 0 2 0 0 0 0 3 0 1 ------------1 ---------------II ---------------11---------------11---------------1 Volume Module, >> Count Date: 9 Aug 2006 << 8,00 AM TO 8,45 AM Base Vol, 179 6 738 0 0 0 160 504 0 0 795 383 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 00 1.00 1.00 Initial Bse, 179 6 738 0 0 0 160 504 0 0 795 383 Added Vol, 6 0 0 0 0 0 154 69 0 0 75 0 PasserByVol, 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut, 185 6 738 0 0 0 314 573 0 0 870 383 User Adj, 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 PHF Adj, 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume, 197 6 785 0 0 0 334 610 0 0 926 407 Reduct Vol, 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 197 6 785 0 0 0 334 610 0 0 926 407 PCE Adj, 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 Final Vol. , 197 6 785 0 0 0 334 610 0 0 926 407 ------------1---------------11---------------11---------------11--------------~I Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes: 0.97 0.03 2.00 0.00 0.00 0.00 1.00 2.00 0. 00 0.00 3.00 1.00 Final Sat., 1743 57 3600 0 0 0 1800 4000 0 0 6000 1800 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.12 0.11 0.22 0.00 0.00 0.00 0.19 0.15 0.00 0.00 0.15 0.23 Crit Moves: Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 07/18/2007 13,46 wkday + proJ AM Filename, WKDYEX-1.0UT Wed Jul 18, 2007 13,46,47 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak Level Of Service Computation Report Pa9.e 25 Page 22-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** I~tersection #118 Paseo Del Norte/ Poinsettia Lane ******************************************************************************** Cycle (sec) Loss Time (sec) Optimal Cycle, 100 Critical Vol./Cap. (X), 10 (Y+R=4.0 sec) Average Delay (sec/veh) 44 Level Of Service: 0.577 xxxxxx A ******************************************************************************** Paseo Del Norte Poinsettia Lane Street Name, Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ---------------I 1---------------1 I ---------------1 I ---------------1 Control, Protected Protected Protected Protected Rights, Include Include Include Include Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, 1 0 0 1 0 1 0 0 1 0 2 0 2 0 1 1 0 1 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module, >> Count Date, 9 Aug 2006 << 8,00 AM TO 8,45 AM Base Vol, 24 4 20 68 2 302 212 965 22 4 725 68 Growth AdJ, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 24 4 20 68 2 302 212 965 22 Added Vol, 0 0 0 0 0 20 18 50 0 PasserByVol, Initial Fut, User Adj, PHF Adj, PHF Volume, Reduct Vol, Reduced Vol, PCE .l,dj, MLF Adj, 0 0 24 4 1. 00 1. 00 0.94 0.94 25 0 4 0 25 4 1.00 1.00 1. 00 1. 00 0 20 1.00 0.94 21 0 21 1.00 1.00 0 68 0 2 1. 00 1. 00 0.94 0.94 72 0 2 0 72 2 1.00 1.00 1.00 1.00 0 322 1.00 0.94 342 0 342 1.00 1.00 230 1015 1.00 1.00 0.94 0.94 244 1077 0 0 244 1077 1.00 1.00 1.00 1.00 0 22 1.00 0.94 23 0 23 1.00 1.00 4 0 0 725 55 0 4 780 1.00 1.00 0.94 0.94 4 0 828 0 4 828 1.00 1.00 1.00 1.00 68 0 0 68 1.00 0.94 72 0 72 1.00 1.00 Final Vol., 25 4 21 72 2 342 244 1077 23 4 828 72 ------------1 ---------------II ---------------11---------------1 I ---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.19 1.13 Lanes, 1.00 0.17 0.83 1.00 0.01 0.99 2.00 2.00 1.00 1.00 1.84 0.16 Final Sat., 1800 300 1500 1800 11 1789 3600 4000 1800 1800 3511 289 ------------I---------------I 1---------------1I---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.01 0.01 0.01 0.04 0.19 0.19 0.07 0.27 0.01 0.00 0.24 0.25 Crit Moves: **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,46 wkday + proj AM Filename, WKDYEX-1.0UT Wed Jul 18, 2007 13,46,47 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak Level Of Service Computation Report Pa9.e 26 Page 23-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #119 Paseo Del Norte/ Camino de las Ondas ******************************************************************************** Cycle (sec) , Loss Time (sec), Optimal Cycle, 100 10 (Y+R=4.0 sec) 44 Critical Vol./Cap. IX), Average Delay (sec/veh) Level Of Service: 0.506 xxxxxx ·" ******************************************************************************** Street Name, Paseo Del Norte Camino de las Ondas Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Protected Protected Protected Protected Control, Rights, Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 ------------\ ---------------11---------------11---------------I 1---------------1 Volume Module, >> Count Date: 26 Jul 2006 << 8,00 AM TO 8,45 AM Base Vol, 11 197 149 31 150 7 20 3 33 207 6 58 Growth Adj, 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 Initial Bse, 11 197 149 31 150 7 20 3 33 207 6 58 Added Vol, 0 0 18 0 0 0 0 0 0 20 0 0 PasserByVol, 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut, 11 197 167 31 150 7 20 3 33 227 6 58 User Adj, 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 PHF Adj, 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume, 12 219 186 34 167 8 22 3 37 252 7 64 Reduct Vol, 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 12 219 186 34 167 8 22 3 37 252 7 64 PCE Adj, 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 MLF Adj, 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 Final Vol., 12 219 186 34 167 8 22 3 37 252 7 64 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 l .13 1.13 1.13 1.13 Lanes: 1.00 0.54 0.46 1.00 0.96 0.04 1.00 0.08 0. 92 1.00 0.09 0. 91 Final Sat. , 1800 974 826 1800 1720 80 1800 150 1650 1800 169 1631 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.01 0.22 0.22 0.02 0.10 0.10 0.01 0.02 0.02 0.14 0.04 0.04 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07 /18/20_97 13: 46 wkday + proj AM Filename: WKDYEX-1.0UT Wed Jul 18, 2007 13:46:47 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak Level Of Service Computation Report Pa.9:e 27 Page 24-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #120 Batiquitos Dr. / Poinsettia Lane ******************************************************************************** Cycle (sec), Loss Time (sec) Optimal Cycle, 100 10 (Y+R-4. O sec) 44 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service, 0.640 xxxxxx B ******************************************************************************** Street Name: Batiquitos Dr. Poinsettia Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------I 1---------------I Control, Protected Protected Protected Protected Rights, Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 1 1 0 ------------1 ---------------1I---------------11---------------1 I---------------I Volume Module: >> Count Date: 26 Jul 2006 << 7:45 AM TO 8:30 AM Base Vol: 238 13 17 16 15 108 33 911 152 11 630 18 Growth AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 238 13 17 16 15 108 33 911 152 11 630 18 Added Vol: 0 0 0 0 0 0 0 50 0 0 55 0 PasserByVol, 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut, 238 13 17 16 15 108 33 961 152 11 685 18 User Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 253 14 18 17 16 115 35 1022 162 12 729 19 Reduct Vol, 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 253 14 18 17 16 115 35 1022 162 12 729 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 253 14 18 17 16 115 35 1022 162 12 729 19 ------------1 ---------------1I---------------11---------------1 I ---------------1 Saturation Flow Module: Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.20 1.13 1.13 1.19 1.13 Lanes, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.73 0.27 1.00 1.95 0.05 Final Sat.: 1800 2000 1800 1800 2000 1800 1800 3308 492 1800 3708 92 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.14 0.01 0.01 0.01 0.01 0.06 0.02 0.31 0.33 0.01 0.20 0.21 Crit Moves: **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 07/18/2007 13:46 Filename, WKDYEX-1.0UT Pa.9:e 28 wkday + proj AM Wed Jul 18, 2007 13:46:47 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak Level Of Service Computation Report Page 25-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #121 Aviara Parkway/ Poinsettia Lane ******************************************************************************** Cycle (sec): Loss Time (sec), Optimal Cycle, 100 10 (Y+R=4.0 sec) 44 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service: 0.463 xxxxxx A ******************************************************************************** Aviara Parkway Poinsettia Lane Street Name, Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1I---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights, Include Include Ovl Include Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, 2 O 1 1 O 1 o 1 1 O 2 O 1 o 2 1 o 1 1 o ------------1 ---------------I1---------------11---------------1 I ---------------1 Volume Module, >> Count Date, 8 Aug 2006 << 8:00 AM TO 8:45 AM Base Vol, 252 228 2 17 129 71 497 271 249 10 221 51 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 252 228 2 17 129 71 497 271 249 Added Vol: 5 0 0 0 0 0 0 46 5 0 PasserByVol: 0 0 0 0 0 0 0 0 0 1 Fut, 257 228 2 17 129 71 497 317 228 254 1.00 dj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 j: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 O. 96 238 2 18 134 74 518 330 265 Reduct Vol, 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 268 238 2 18 134 74 518 330 265 10 0 0 10 1.00 0.96 10 0 10 221 50 0 271 1.00 0. 96 282 0 282 51 0 51 1.00 0. 96 53 0 53 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 268 238 2 18 134 74 518 330 265 10 282 53 OvlAdjVol: 0 ------------1---------------1 !---------------I 1---------------I 1---------------1 Saturation Flow Module: Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.19 1.13 1.13 1.22 1.13 1.13 1.25 1.13 1.13 1.20 1.13 Lanes, 2.00 1.98 0.02 1.00 1.29 0.71 2.00 1.00 2.00 1.00 1.68 0.32 Final Sat., 3600 3769 31 1800 2522 1278 3600 2000 3600 1800 3230 570 ------------1 ---------------1I---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat: 0.07 0.06 0.07 0.01 0.05 0.06 0.14 0.17 0.07 0.01 0.09 0.09 OvlAdjV/S : o.oo Crit Moves: **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 07/18/2007 13,46 Filename, WKDYEX-1.0UT Pa.9.e 29 wkday + proj AM Wed Jul 18, 2007 13,46,47 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak Level Of Service Computation Report Page 26-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) **********************~********************************************************* Intersection #122 El Camino Real/ Cassia ******************************************************************************** Cycle ( sec I , Loss Time (sec) Optimal Cycle, 120 Critical Vol./Cap. (X), 10 (Y+R=4.0 sec) Average Delay (sec/veh) 37 Level Of Service, 0.538 xxxxxx A ******************************************************************************** Street Name, Approach, Movement: El Camino Real Cassia North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1 ---------------1I---------------11-------------·· I 1---------------1 Protected Protected Permitted Permitted Control, Rights, Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 2 0 0 1 0 2 1 0 1 0 0 1 0 0 0 0 0 0 ------------1--------------•I I ---------------1 I ---------------1 I ---------------1 Volume Module, >> Count Date, Base Vol, 63 1046 o Growth Adj, 1.00 1.00 1.00 Initial Bse, 63 Added Vol, 40 PasserEyVol, 0 Initial Fut, 103 User Adj , 1. 0 O PHF Adj , 0 . 9 5 PHF Volume, 108 Reduct Vol, 0 1016 0 0 0 0 0 1046 0 1.00 1.00 0.95 0.95 1101 0 0 0 13 Jul 2006 << 8,00 AM TO 8,45 AM 5 781 77 293 0 113 1.00 1.00 1.00 1.00 1.00 1.00 5 781 77 293 781 0 0 5 1.00 0.95 5 0 0 0 781 1.00 0.95 822 0 10 0 87 1.00 0.95 92 0 9 0 302 1.00 0.95 318 0 0 113 0 37 0 0 0 150 1.00 1.00 0.95 0.95 0 158 0 0 0 0 1. 00 1. 00 0 0 0 0 0 1.00 0.95 0 0 0 0 0 1.00 0.95 0 0 1.00 0 0 0 0 1.00 0.95 0 0 Reduced Vol, 108 1101 O 5 822 92 318 0 158 0 0 0 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 108 1101 0 5 822 92 318 0 158 0 0 0 ------------1---------------11---------------11---------------1 I ---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.22 1.13 1.13 1.13 1.13 1.13 1.25 1.13 Lanes, 1.00 2.00 0.00 1.00 2.70 0.30 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat., 1800 4000 o 1800 5259 541 1800 O 1800 O o O ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0 06 0.28 0.00 0.00 0.16 0.17 0.18 0.00 0.09 0.00 0.00 0.00 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,46 Filename, WKDYEX-1.0UT Pa.9.e 30 wkday + proj AM Wed Jul 18, 2007 13,46:47 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak Level Of Service Computation Report Page 27-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #123 El Camino Real/ Camino Vida Roble ******************************************************************************** Cycle (sec), Loss Time (sec) Optimal Cycle, ************ Street Name, Approach, 120 10 (Y+R=4.0 sec) 37 El Camino Real Critical Vol. /Cap. (XI : Average Delay (sec/veh), Level Of Service, 0.415 xxxxxx A Camino Vida Roble North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------1 I ---------------1 I -------·-------1 Protected Protected Permitted Protected Include Include Include Include Control, Rights, Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 0 2 0 0 0 0 2 1 0 1 0 l! 0 1 0 0 0 0 0 ------------1---------------11---------------11---------------11---------------1 Volume Module, >> Count Date, 13 Jul 2006 << 8,00 AM TO 8,45 AM Base Vol, 328 1044 o O 774 142 55 o 67 O o 0 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 328 1044 O O 774 142 55 0 67 dded Vol, O 9 0 O 10 0 0 0 O O 0 10 0 0 0 0 0 0 aserByVol, 0 0 O O O O O O O 0 0 0 0 0 0 0 0 0 tial Fut, 328 1053 0 O 784 142 55 0 67 O 0 784 142 55 0 67 0 0 r Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 j, 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 lume, 381 1224 0 0 912 165 64 O 78 0 0 912 165 64 0 78 0 0 duct Vol, o o O O o o O O O o 0 0 0 0 0 0 0 0 Reduced Vol, 381 1224 0 0 912 165 64· 0 78 0 O 0 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 381 1224 0 0 912 165 64 0 78 0 0 0 ------------1---------------1 I ---------------1 I ---------------1 I ---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.22 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes, 2.00 2.00 0.00 0.00 2.54 0.46 1.35 0.01 1.64 0.00 0.00 0.00 Final Sat., 3600 4000 o o 4972 828 2434 o 2966 O o o ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.11 0.31 0.00 0.00 0.18 0.20 0.03 0.00 0.03 0.00 0.00 0.00 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 Filename: WKDYEX-1.0UT Pa.9.e 31 wkday + proj AM Wed Jul 18, 2007 13:46:47 Ponto Vision Plan Exiscing Weekday+ Project Conditions AM Peak Level Of Service Computation Report Page 28-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #124 Carlsbad Blvd/ Ponto Drive ******************************************************************************** Cycle (sec), Loss Time (sec), Optimal Cycle, 100 10 (Y+R-4. O sec) 37 Critical Vol./Cap. (X): Average Delay (sec/veh), Level Of Service: 0.479 xxxxxx A ******************************************************************************** Carlsbad Blvd Ponto Drive Street Name, Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ---------------1 I ---------------1 I---------------I 1---------------1 Control, Rights, Protected Protected Protected Permitted Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 1 1 0 1 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------1---------------1 I ----------1 I---------------I 1---------------1 Volume Module, >> Count Date, 26 Jul 2006 << 7:30 AM TO 8:15 AM Base Vol: 58 355 8 11 906 o o o O 1.00 -owth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 itial Bse, 58 355 8 11 906 0 0 0 0 58 355 11 906 0 0 Added Vol: 0 66 0 143 81 0 0 0 0 19 0 1.00 1.00 19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 58 154 987 0 0 0 0 421 8 154 987 0 0 0 0 19 0 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 _ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 0.97 0.97 0.97 0.97 0.97 0.97 dj, 0.97 0.97 0.97 0.97 0.97 0.97 o.97 0.97 0.97 0.97 0.97 60 159 1018 0 0 0 0 olume, 60 434 8 159 1018 O o o o 20 o 0 0 0 0 0 0 0 duct Vol: 0 0 0 0 0 0 0 0 0 0 0 18 1.00 18 141 0 159 1.00 0.97 164 0 Reduced Vol, 60 434 8 159 1018 o o o o 20 o 164 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 60 434 8 159 1018 0 0 O O 20 0 164 ------------1 ---------------II ---------------11---------------11---------------I Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.19 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes, 1.00 1.96 0.04 1.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat-, 1800 3733 67 1800 4000 o o O o 1800 o 1800 ------------1 ---------------I1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.12 0.12 0.09 0.25 0.00 0.00 0.00 0.00 0.01 0.00 0.09 Crit Moves: **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18L2007 13:46 Filename: WKDYEX-1.0UT Pa.9.e 32 wkday + proj AM Wed Jul 18, 2007 13:46:47 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak Level Of Service Computation Report Page 29-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #125 Carlsbad Blvd. / Beach Way ******************************************************************************** Cycle (sec), Loss Time (sec) Optimal Cycle, 100 10 (Y+R=4.0 sec) 23 Critical Vol. /Cap. IX) : Average Delay (sec/veh) Level Of Service: 0.232 xxxxxx A ******************************************************************************** Street Name, Approach, Carlsbad Blvd. Beach Way North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ---------------1 I ---------------1I---------------11---------------1 Control, Protected Protected Split Phase Split Phase Rights, Include Include Include Include Min. Green, o 0 0 o o o 0 O o o o 0 Lanes, 1 0 1 1 0 1 0 2 0 O 0 1 0 0 1 1 0 0 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module, Base Vol, 58 0 0 0 0 0 58 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1. 00 1.00 1.00 1.00 Initial Bse, 58 0 0 0 0 0 58 0 0 0 0 0 Added Vol: 0 14 67 60 21 0 0 0 0 48 0 53 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut, 58 14 67 60 21 0 58 0 0 48 0 53 User Adj, 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 58 14 67 60 21 0 58 0 0 48 0 53 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 58 14 67 60 21 o 58 O o 48 o 53 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 58 14 67 60 21 0 58 0 0 48 0 53 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.13 1.13 1.13 1.25 1.13 Lanes, 1.00 1.00 1.00 1.00 2.00 o.oo 1.00 0.00 1.00 1.00 0.00 1.00 Final Sat.: 1800 2000 1800 1800 4000 0 1800 0 1800 1800 0 1800 ------------1 ---------------I1---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat: 0.03 0.01 0.04 0.03 0.01 0.00 0.03 0.00 0.00 0.03 0.00 0.03 Crit Moves, ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 wkday + proj AM Filename: WKDYEX-1.OUT Wed Jul 18, 2007 13:46:47 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak Level Of Service Computation Report Pa.9.e 33 Page 30-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #126 Carlsbad Blvd. / Avenida Encinas ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (Xl: Loss Time (sec) Optimal Cycle: 10 (Y+R-4. 0 sec) 37 Average Delay (sec/vehl Level Of Service: 0.460 xxxxxx A ******************************************************************************** Street Name: Carlsbad Blvd Avenida Encinas Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------1 I ---------------1 Control: Protected Protected Protected Permitted Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 1 0 l! 0 0 ------------1 ---------------1 I ---------------1 I ---------------1 I ---------------1 Volume Module: Count Date: 26 Jul 2006 << 8:00 AM TO 8:45 AM Base Vol: Growth Adj: Initial Bse: Added Vol: Uturns: Initial Fut: User Adj: PHF Adj: PHF Volume: Reduct Vol: 0 353 140 7 908 0 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 353 140 7 908 0 0 0 0 0 67 153 21 48 0 0 0 0 0 0 0 58 0 0 0 0 0 0 420 293 86 956 0 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 95 0.95 0 442 0 0.95 308 0 0.95 0.95 91 1006 0 0 0.95 0 0 0.95 0.95 0 0 0.95 0 0 194 0 1. 00 1. 00 194 0 149 0 0 0 343 0 1.00 1.00 0.95 0.95 361 0 0 0 14 1.00 14 14 0 28 1.00 0.95 29 0 Reduced Vol: 0 442 308 91 1006 0 0 0 0 361 0 29 PCE Adj: 1.00 1.00 1.00 i.oo 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 442 308 91 1006 0 0 0 0 361 0 29 ------------I---------------I1---------------11---------------1 I ---------------1 Saturation Flow Module: sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1 13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 o.oo o.oo 1.85 0.00 0.15 Final Sat.: o 4000 1800 1800 4000 o 0 0 0 3328 0 272 ------------1---------------11---------------1 I ---------------1 I ---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.11 0.17 0.05 0.25 0.00 0.00 0.00 O 00 0.11 0.00 0.11 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (cl 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 wkday + proj AM Filename: WKDYEX-1.OUT Wed Jul 18, 2007 13:46:47 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak Level Of Service Co~putation Report Pa.9.e 34 Page 31-1 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #127 Ponto Dr. / Avenida Encinas Average Delay (sec/vehl 7.5 Worst Case Level Of Service, B[ 11.9] Street Name: Ponto Dr Avenida Encinas Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1I---------------11---------------11---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 l! 0 0 0 0 l! 0 0 1 0 1 0 1 1 0 0 1 0 ------------1 ---------------1I---------------11---------------I 1---------------1 Volume Module: Base Vol: Growth Adj: Initial Bse: Added Vol: PasserByVol: Initial Fut: User Adj: PHF Adj: PHF Volume: Reduct Vol: 0 0 1.00 1.00 0 0 40 2 0 0 40 2 1. 00 1. 00 1.00 1.00 40 2 0 0 0 1.00 0 21 0 21 1.00 1.00 21 0 0 0 1. 00 1. 00 0 0 37 3 0 0 37 3 1. 00 1. 00 1. 00 1. 00 37 3 0 0 0 1.00 0 122 0 122 1.00 1.00 122 0 0 0 1. 00 1. 00 0 0 112 0 0 0 112 0 1.00 1.00 1. 00 1. 00 112 0 0 0 0 1.00 0 63 0 63 1.00 1.00 63 0 0 0 1.00 1 00 0 0 29 0 0 0 29 0 1. 00 1. 00 1. 00 1. 00 29 0 0 0 0 1.00 0 30 0 30 1.00 1.00 30 0 Final Vol.: 40 2 21 37 3 122 112 0 63 29 0 30 Critical Gap Module: Critical Gp: 7.1 6.5 6.2 7.1 6.5 6.2 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 3.5 4.0 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx ------------1---------------11---------------11---------------11---------------1 Capacity Module: Cnflict Vol: 360 312 0 340 360 15 30 xxxx xxxxx 63 xx.xx xxxxx Potent Cap.: 600 606 900 618 570 1070 1596 xxxx xxxxx 1553 xxxx xxxxx Move Cap.: 494 553 900 561 520 1070 1596 xxxx xxxxx 1553 xxxx xxxxx Volume/Cap: 0.08 0.00 0.02 0.07 0.01 0.11 0.07 xxxx xxxx 0.02 xxxx xxxx ------------1---------------11---------------11---------------11---------------1 Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: 0 . 2 xxxx xxxxx 7.4 xxxx xxxxx A 0.1 xxxx xxxxx 7.4 xxxx xxxxx A Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx 583 xxxxx xxxx 873 xxxxx xx.xx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx O 4 xxxxx xxxxx 0.7 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 11.9 xxxxx xxxxx 10.1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: ApproachDel: ApproachLOS: B 11. 9 B B 10.1 B xxxxxx * xxxxxx * ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (cl 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 wkday + proj AM Filename: WKDYEX-1.0UT Wed Jul 18, 2007 13:~6:48 Ponto Vision Plan Existing Weekday+ ProJect Conditions AM Peak Level Of Service Computation Report Pa9:e 35 Page 32-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) *********~********************************************************************** Intersection #128 Carlsbad Blvd. / La Costa Ave. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): Loss Time (sec): 10 (Y+R=4.0 sec) 40 Average Delay (sec/veh) Level Of Service: 0.599 xxxxxx A Optimal Cycle: ******************************************************************************** Street Name: Carlsbad Blvd. La Costa Ave. Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 I ---------------1I---------------11---------------1 Control: Protected Protected Protected Permitted Rights: Ignore Include Include Ignore Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 1 0 0 0 1 -----1---------------11---------------11---------------11---------------1 Volume Module: >> Count Date: 25 Jul 2006 << 7:15 AM TO 8:00AM Base Vol: 0 222 124 221 1016 0 0 0 0 356 0 156 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 Initial Bse, 0 222 124 221 1016 0 0 0 0 356 0 156 Added Vol: 0 60 0 141 55 0 0 0 0 0 0 160 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 282 124 362 1071 0 0 0 0 356 0 316 User Adj: 1.00 1.00 0.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 0.00 PHF Ad]: 0.94 0.94 0.00 0.94 0.94 0.94 0. 94 0 . 94 0.94 0.94 0.94 0.00 PHF Volul'le: 0 300 0 385 1139 0 0 0 0 379 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 300 0 385 1139 0 0 0 0 379 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 0.00 Final Vol. : 0 300 0 385 1139 0 0 0 0 379 0 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes: o.oo 2.00 1.00 1.00 2.00 o.oo o.oo o.oo a.co 1.00 o.oo 1.00 Final Sat.: O 4000 1800 1800 4000 0 O O O 1800 O 1800 ------------1---------------1I---------------11---------------1 I ---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.08 0.00 0.21 0.28 0.00 0.00 0.00 0.00 0.21 0.00 0.00 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE o7L18/2007 13,46 Filename: WKDYEX-1.0UT Pa.9.e 36 wkday + proj AM Wed Jul 18, 2007 13:46:48 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) Page 33-1 ******************************************************************************** Intersection #129 Vulcan/ La Costa Ave. ******************************************************************************** Average Delay (sec/veh) 9.3 Worst Case Level Of Service: F[ 67.7] ******************************************************************************** Street Name: Vulcan La Costa Ave. Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ---------------II ---------------11---------------11---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 ------------1 ---------------II ---------------11---------------11---------------1 Volume Module, >> Count Date: 25 Jul 2006 << 7:45 AM TO 8:30 AM Base Vol, 57 0 124 0 0 0 0 310 46 161 471 0 Growth Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1. 00 1. 00 1. 00 1.00 Initial Bse: 57 0 124 0 0 0 0 310 46 161 471 0 Added Vol: 0 0 0 0 0 0 0 141 0 0 160 0 PasserByVol, 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut, 57 0 124 0 0 0 0 451 46 161 631 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 PHF Adj: 0.91 0.91 0. 91 0.91 0.91 0. 91 0.91 0.91 0.91 0.91 0.91 0. 91 PHF Volume: 63 0 136 0 0 0 0 496 51 177 693 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 63 0 136 0 0 0 0 496 51 177 693 0 Critical Gap Module, Critical Gp: 6.4 xx.xx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------1---------------I I ---------------1 I ---------------1 I ---------------1 Capacity Module: Cnflict Vol: 1568 xxxx 521 xxxx xxxx xxxxx xxxx xxxx xxxxx 546 xxxx xxxxx Potent Cap.: 123 xxxx 559 xxxx xxxx xxxxx xxxx xxxx xxxxx 1033 xxxx xxxxx Move Cap.: 105 xxxx 559 xxxx xxxx xxxxx xxxx xxxx xxxxx 1033 xxxx xxxxx Volume/Cap: 0.59 xxxx 0.24 xxxx xxxx xxxx xxxx xxxx xxxx 0.17 xxxx xxxx ------------1 ---------------I1---------------11---------------11---------------1 Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xx.xx xxxxx 0.6 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9 . 2 xxxx xxxxx LOS by Move: * * * * * * * * ·" Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap. : xxxx 237 xxxxx xx.xx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 6.6 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0 . 6 xxxx xxxxx Shrd ConDel:xxxxx 67.7 xxxxx xxxxx xxxx xxxxx xxx.xx xxxx xxxxx 9 . 2 xxxx xxxxx Shared LOS, * F A ApproachDel, 67.7 xxxxxx xxxxxx xxxxxx ApproachLOS: F ******************************************************************************** Note, Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:45 wkday + proj AM Filename: WKDYEX-1.0UT Wed Jul 18, 2007 13:46:48 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak ~evel Of Service Computation Report Pa.9.e 3 7 Page 34-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #130 I-5 SB Ramps/ La Costa Ave. ******************************************************************************** Cycle (sec), Loss Time (sec): 100 10 (Y+R=4.D sec) 38 Critical Vol./Cap. {X), Average Delay (sec/veh) Level Of Service, 0.579 xxxxxx A Optimal Cycle: ******************************************************************************** Street Name, Approach: Movement: I-5 SB Ramps La Costa Ave. North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1 ---------------1I---------------11---------------1 I ---------------1 Control: Protected Permitted Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 0 0 0 0 0 1 1 0 0 1 0 0 1 1 0 2 0 2 0 0 ------------1---------------11---------------11---------------1 I ---------------1 Volume Module: >> Count Date: 27 Jul 2006 << 8:15 AM TO 9:00 AM Base Vol: O O O 658 4 346 O 487 61 295 447 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, o o o 658 4 346 o 487 61 295 447 o Added Vol: 0 O O O O O O 37 104 O 160 0 PasserByVol: 0 O O O O O O O O O O O Initial Fut: 0 0 0 658 4 346 0 524 165 295 607 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 0 0 0 678 4 356 0 540 170 304 625 0 Reduct Vol: O O O O O O O O O O O 0 Reduced Vol: o o o 678 4 356 O 540 170 304 625 O PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.06 1.00 1.00 1.00 Final Vol.: 0 0 O 678 4 356 0 540 170 304 625 O ------------1---------------11---------------11---------------I 1---------------I Saturation Flow Module: Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.13 1.13 1.13 1.21 1.13 1.13 1.25 1.13 Lanes, 0.00 o.oo 0.00 1.99 0.01 1.00 0.00 1.52 0.48 2.00 2.00 0.00 Final Sat., O o o 3578 22 1800 o 2938 862 3600 4000 o ------------1---------------11---------------1I---------------11---------------1 Capacity Analysis Module, Vol/Sat: 0.00 0.00 0.00 0.19 0.19 0.20 0.00 0.18 0.20 0.08 0.16 0.00 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 Filename: WKDYEX-1.0UT Pa.9.e 38 wkday + proj AM Wed Jul 18, 2007 13:46:48 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak Level Of Service Computation Report Page 35-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #131 I-5 NB Ramps/ La Costa Ave. Cycle (sec) : Loss Time (sec): Optimal Cycle: 100 10 (Y+R=4.0 sec) 40 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service, 0.606 xxxxxx B ******************************************************************************** Street Name, I-5 NB Ramps La Costa Ave. Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 I -------------·-I I ---------------1 I ---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 0 1 0 0 2 0 0 0 0 0 1 0 2 0 0 0 0 3 0 1 ------------1---------------11---------------1 I---------------I I ---------------1 Volume Module: >> Count Date: 27 Jul 2006 << 8:00 AM TO 8:45 AM Base Vol: 70 4 486 O O O 182 911 0 0 694 440 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 70 4 486 0 O O 182 91 1 0 694 440 Added Vol: 119 0 0 0 O O O 37 0 40 0 PasserByVol: 0 O O O O O O 0 0 0 0 Initial Fut: 189 4 486 0 O O 182 94 8 0 734 440 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.1 10 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.' 15 0.95 0.95 0.95 PHF Volume: 199 4 512 0 0 0 192 99 8 0 773 463 Reduct Vol, O O o O o O O O 0 0 0 Reduced Vol: 199 4 512 o o o 192 998 o o 773 463 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 199 4 512 0 0 0 192 998 0 0 773 463 ------------1 ---------------1 I ---------------1 I ---------------1 I ---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes: 0.98 0.02 2.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 3.00 1.00 Final Sat.: 1763 37 3600 0 0 0 1800 4000 O O 6000 1800 ------------1 ---------------1 I ---------------1 I--------------II ---------------1 Capacity Analysis Module, Vol/Sat: 0.11 0.11 0.14 0.00 0.00 0.00 0.11 0.25 o.oo 0.00 0.13 0.26 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 wkday + proj AM Filename: WKDYEX~l.OUT Wed Jul 18, 2007 13:46:48 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak ~evel Of Service Computation Report Pa.9.e 39 Page 36-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #132 Piraeus/ La Costa Ave. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): Loss Time (sec): 10 (Y+R=4. O sec) 37 Average Delay (sec/veh) Level Of Service, 0.553 xxxxxx A Optimal Cycle, ******************************************************************************** Street Name, Piraeus La Costa Ave. Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ---------------1 I ---------------1I---------------11---------------1 Control: Protected Protected Protected Protected Rights: Inclc1de Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 4 0 0 ------------1 ---------------1 I ---------------1 I ---------------1 I ---------------1 Volume Module: >> Base Vol, 57 Growth Adj: 1.00 Initial Bse: 57 Added Vol: 0 PasserByVol: 0 Count Date: 25 Jul 2006 << 7:30 AM TO 8:15 AM 0 28 0 0 0 0 1240 148 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 28 0 0 0 0 1240 148 0 0 0 0 0 37 0 0 0 0 0 0 0 0 0 Initial Fut: 57 0 28 0 0 0 0 1277 148 User Adj: PHF Adj: PHF Volume: Reduct Vol: Reduced Vol: 1.00 1.00 1.00 1.00 1.00 1 00 1.00 1.00 1.00 0.93 0.93 61 0 0 0 61 0 0. 93 30 0 30 0.93 0.93 0.93 0 0 0 0.93 0.93 0 1372 0 0 0 1372 0. 93 159 0 159 19 1045 1. 00 1. 00 19 1045 0 40 0 0 19 1085 1. 00 1. 00 0.93 0.93 20 1165 0 0 20 1165 0 1.00 0 0 0 0 1.00 0.93 0 0 0 PCE Adj: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 61 0 30 0 0 0 0 1372 159 20 1165 0 ------------1---------------1 I ---------------1 I ---------------1 I ---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.19 1.13 1.13 1.25 1.13 Lanes, 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.79 0.21 1.00 4.00 0.00 Final Sat.: 1800 0 1800 0 0 0 0 3426 374 1800 8000 0 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.00 0.02 0.00 0.00 0.00 0.00 0.40 0.43 0.01 0.15 0.00 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 wkday + proj AM Filename: WKDYEx~1.0UT Wed Jul 18, 2007 13:46:48 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak Level Of Service Computation Report Pa.9.e 40 Page 37-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #133 El Camino Real/ La Costa Ave. ******************************************************************************** Cycle (sec), Loss Time (sec): Optimal Cycle: 100 10 (Y+R=4. o sec) 90 Critical Vol./Cap. (X): Average Delay (sec/veh), Level Of Service, 0.877 xxxxxx D Street Name: El Camino Real La Costa Ave. Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R --~---------1 ---------------II ---------------1 I ---------------1 I---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 0 2 1 0 2 0 3 0 1 2 0 2 0 1 1 0 2 0 1 ------------1----------~----I 1---------------11---------------11---------------1 Volume Module: >> Count Date: 18 Jul 2006 << 8:00 AM TO 8:45 AM Base Vol, 166 726 29 130 1330 690 667 391 333 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 166 726 29 130 1330 690 667 391 333 Added Vol: 0 O O O O O O 37 O PasserByVol: O O O O O O O O 0 Initial Fut: 166 726 29 130 1330 690 667 428 333 User Adj: 1.00 1.00 1.00 1.00 l.00 l.00 1.00 1.00 l.00 PHF AdJ: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 175 764 31 137 1400 726 702 451 351 Reduct Vol: 0 O O O O O O O O 155 452 1. 00 1. 00 155 452 0 40 0 0 155 492 1.00 1.00 0.95 0.95 163 518 0 0 126 1.00 126 0 0 126 1.00 0.95 133 0 Reduced Vol: 175 764 31 137 1400 726 702 451 351 163 518 133 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. 175 764 31 137 1400 726 702 451 351 163 518 133 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.21 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes: 2.00 2.88 0.12 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3600 5593 207 3600 6000 1800 3600 4000 1800 1800 4000 1800 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.05 0.14 0.15 0.04 0.23 0.40 0.20 0.11 0.19 0.09 0.13 0.07 Crit Moves: **** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 Filename: WKDYEx-1.0UT Pa.9.e 41 wkday + proj AM Wed Jul 18, 2007 13:46:48 Ponto Vision Plan Existing Weekday+ Projecc Conditions AM Peak Level Of Service Computation Report Page 38-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #134 Carlsbad Blvd/ Leucadia Ave ******************************************************************************** Cycle (sec): Loss Time (sec) Optimal Cycle: 180 10 (Y+R=4.0 sec) 41 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service: 0.565 xxxxxx A **************************************************************************~***** Street Name: Carlsbad Blvd Leucadia Ave Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------I---------------11---------------1 I ---------------1 I ---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 2 0 1 1 0 1 1 0 0 0 1! 0 0 1 0 0 1 0 ------------1---------------1I---------------11---------------11---------------1 Volume Module: >> Count Date: 25 Jul 2006 << 7:30 AM TO 8:15 AM Base Vol: 6 211 105 279 1121 8 12 39 9 232 48 78 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 6 211 105 2 79 1121 232 48 78 Added Vol, O 40 0 1 8 37 0 0 20 PasserByVol: O o o 0 0 0 0 0 Initial Fut, 6 251 105 2 97 1158 232 48 98 User Adj: 1.00 1.00 1.00 1 . 00 1. 00 1. 00 l. 00 1.00 PHF Adj: 0.96 0.96 0.96 0 .96 0.96 0.96 0.96 0.96 PHF Volume: 6 261 109 3 0 9 12 0 6 242 50 102 Reduct Vol, 0 0 O 0 0 0 0 0 Reduced Vol: 6 261 109 309 1206 8 13 41 9 242 50 102 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 6 261 109 309 1206 8 13 41 9 242 50 102 ------------1 ---------------1 I ---------------1 I ---------------1 I ---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.19 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Lanes: 1.00 2.00 1.00 1.00 1.99 0.01 0.20 0.65 0.15 1.00 0.33 0.67 Final Sat.: 1800 4000 1800 1800 3775 25 360 1170 270 1800 592 1208 ------------1---------------11---------------11---------------1 I ---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.07 0.06 0.17 0.32 0.34 0.01 0.03 0.03 0.13 0.08 0.08 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:46 wkday + proj AM Filename: WKDYEX-1.0UT Wed Jul 18, 2007 13:46:48 Ponto Vision Plan Existing Weekday+ Project Conditions AM Peak Level Of Service Computation Report Pa.9.e 42 Page 39-1 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #201 La Costa Avenue/Sheridan Road ******************************************************************************** Average Delay (sec/vehl 1.0 Worst Case Level Of Service, B [ 12. 9] ******************************************************************************** Street Name: Sheridan Road La Costa Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ---------------I 1---------------I1---------------11---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 ------------1---------------I I ---------------1 I ---------------1 I ---------------1 Volume Module: Base Vol: 10 0 37 0 0 0 0 246 1 35 239 0 Growth AdJ: 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 Initial Bse, 10 0 37 0 0 0 0 246 1 35 239 0 Added Vol: 0 0 0 0 0 0 0 141 0 0 160 0 PasserByVol, 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 10 0 37 0 0 0 0 387 1 35 399 0 User Adj, 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0. 92 0. 92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0 92 PHF Volume, 11 0 40 0 0 0 0 421 1 38 434 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 11 0 40 0 0 0 0 421 1 38 434 0 Critical Gap Module, Critical Gp: 6.4 xx.xx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------1---------------11---------------11---------------11---------------1 Capacity Module: Cnflict Vol: 931 xxxx 421 xxxx xxxx xxxxx xxxx xxxx xxxxx 422 xxxx xxxxx Potent Cap.: 299 xxxx 637 xxxx xxxx xxxxx xxxx xxxx xxxxx 1148 xxxx xxxxx Move Cap.: 291 xxxx 637 xxxx xxxx xxxxx xxxx xxxx xxxxx 1148 xxxx xxxxx Volume/Cap: 0.04 xxxx 0.06 xxxx xxxx xxxx xxxx xxxx xxxx 0.03 xxxx xxxx ------------1---------------11---------------11---------------11---------------1 Level Of Service Module, 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move : * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap. , xxxx 508 xxxxx xx.xx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.3 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 12.9 xxxxx xxxxx xx.xx xxxxx xxxxx xxxx xxxxx Shared LOS: * B * * * * * * * A.pproachDel: 12. 9 xxxxxx xxxxxx ApproachLOS: B Note: Queue reported is the number of cars per lane. 0.1 8.2 A LT - xxxx xxxxx xxxx xxxxx LTR -RT xxxx xxxx xxxxx 0.1 xxxx xxxxx 8 . 2 xxxx xxxxx A xxxxxx Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,46 Filename, WKDYEX-1.0UT Pa9.e 43 07/18/2007 13:47 wkday + proj PM Scenario: Command: Volume, Geometry: Impact Fee: Trip Generation: Trip Distribution: Paths: Routes: Configuration: Filename: WKDYEX-2.0UT Wed Jul 18, 2007 13:46:57 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Scenario Report wkday + proj PM wkday + proj PM weekday pk hr PM EX Default Impact Fee PM PROJECT Default Paths Default Routes wkday + proj PM Pa.9.e Page 1-1 Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 1 o7WL2007 13 47 wkday + proj PM Zone # Subzone ------------ 1 Parcel G 1 Parcel G 1 Parcel G 1 Parcel G 1 Parcel G 1 Parcel G 1 Parcel G 1 Parcel G 1 Parcel G 1 Parcel G 1 Parcel G Zone 1 2 Parcel I 2 Parcel I 2 Parcel I 2 Parcel I 2 Parcel I 2 Parcel I 2 Parcel I 2 Parcel I 2 Parcel I 2 Parcel I 2 Parcel I Zone 2 3 Parcel E 3 Parcel E 3 Parcel E 3 Parcel E 3 Parcel E 3 Parcel E 3 Parcel E 3 Parcel E 3 Parcel E 3 Parcel E Parcel E Zone 3 4 Parcel D 4 Parcel D 4 Parcel D 4 Parcel D Filename: WKDYEX-2.0UT Wed Jul 18, 2007 13:46:57 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Trip Generation Report Forecast for PM Rate Rate Trips Trips Amount Units In Out In Out --------------------- 0.00 Town Home 0.56 0.24 0 0 0.00 Resort 0.43 0. 29 0 0 0.00 Apartment 0.38 0.16 0 0 0.00 Specialty Reta 1. 80 1. 80 0 0 0.00 Restaurant 7.68 5.12 0 0 0.75 Passive Park 0.90 0.90 1 1 0.00 Garden Hotel 0.48 0.32 0 0 0.00 Live/Work 0.56 0.24 0 0 o.oo Office 0.52 2.08 0 0 0.00 High Quality R 5.60 2.40 0 0 o.oo Hotel 0.48 0.32 0 0 Subtotal ............................. 1 1 0.00 Town Home 0.56 0.24 0 0 0.00 Resort 0.43 0. 29 0 0 0.00 Apartment 0.38 0.16 0 0 16.00 Specialty Reta 1. 80 1. 80 29 29 0.00 Restaurant 7.68 5.12 0 0 o.oo Passive Park 0. 90 0.90 0 0 o.oo Garden Hotel 0.48 0.32 0 0 0.00 Live/Work 0.56 0.24 0 0 o.oo Office 0.52 2.08 0 0 0.00 High Quality R 5.60 2.40 0 0 0.00 Hotel 0.48 0.32 0 0 Subtotal .......................... 29 29 0.00 Town Home 0.56 0.24 0 0 0.00 Resort 0.43 0. 2 9 0 0 0.00 Apartment 0.38 0 .16 0 0 6.00 Specialty Reta 1. 80 1. 80 11 11 0.00 Restaurant 7.68 5.12 0 0 0.00 Passive Park 0.90 0.90 0 0 0.00 Garden Hotel 0.48 0.32 0 0 0.00 Live/Work 0.56 0.24 0 0 0.00 Office 0.52 2.08 0 0 0.00 High Quality R 5.60 2.40 0 0 o.oo Hotel 0.48 0.32 0 0 Subtotal ............................. 11 11 0.00 Town Home 0.56 0.24 0 0 0.00 Resort 0.43 0.29 0 0 24.00 Apartment 0.38 0.16 9 4 0.00 Specialty Reta 1.80 1.80 0 0 Pa.9.e Page 2-1 Total % Of Trips Total 0 o.o 0 o.o 0 o.o 0 o.o 0 0.0 2 0.2 0 o.o 0 0.0 0 o.o 0 0.0 0 o.o 2 0.2 0 o.o 0 o.o 0 0.0 58 4,6 0 o.o 0 o.o 0 o.o 0 0. 0 0 0. 0 0 0.0 0 0.0 58 4.6 0 0. 0 0 0.0 0 0.0 22 1. 7 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 22 1. 7 0 0.0 0 0.0 13 1.0 0 0. 0 Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 2 07~2007 13:47 wkday + proj PM Filename : WKDYEX-2.OUT Wed Jul 18, 2007 13 :46:57 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Pa.9.e Page 2-2 zone Rate In Rate Out Trips Trips Total% Of # Subzone 4 Parcel D 4 Parcel D 4 Parcel D 4 Parcel D 4 Parcel D 4 Parcel D 4 Parcel D Amount Units 0.00 Restaurant 0.00 Passive Park 0.00 Garden Hotel 9.00 Live/Work o.oo Office 0.00 High Quality R o.oo Hotel Zone 4 Subtotal 5 Parcel E 5 Parcel E 5 Parcel E 5 Parcel E 5 Parcel E 5 Parcel E 5 Parcel E 5 Parcel E 5 Parcel E 5 Parcel E 5 Parcel E o.oo Town Home 126 .00 Resort 0 .00 Apartment 0.00 Specialty Reta 0 .00 Restaurant 0 .00 Passive Park o.oo Garden Hotel 0.00 Live/Work o.oo Office 0 .00 High Quality R 180 .00 Hotel Zone 5 Subtotal 6 Parcel A 6 Parcel A 6 Parcel A 6 Parcel A 6 Parcel A 6 Parcel A 6 Parcel A 6 Parcel A 6 Parcel A 6 Parcel A 6 Parcel A 0 .00 Town Home 0.00 Resort 0.00 Apartment 0.00 Specialty Reta 0 .00 Restaurant 0 .00 Passive Park 0.00 Garden Hotel 0.00 Live/Work o.oo Office 0.00 High Quality R 215 .00 Hotel Zone 6 Subtotal 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 0.00 Town Home 0.00 Resort 0.00 Apartment 12 .00 Specialty Reta 5 .00 Restaurant o.oo Passive Park 0 .00 Garden Hotel 0 .00 Live/Work 0.00 Office 0.00 High Quality R 53 .00 Hotel Zone 7 Subtotal 7.68 0.90 0 .48 0.56 0 .52 5 .60 0.48 0.56 0 .43 0 .38 1.80 7 .68 0.90 0 .48 0 .56 0 .52 5 .60 0.48 0.56 0.43 0.38 1. 80 7.68 0.90 0.48 0 .56 0.52 5.60 0 .48 0 .56 0 .43 0 .38 1. 80 7.68 0 .90 0.48 0 .56 0.52 5 .60 0 .48 5.12 0.90 0.32 0.24 2.08 2.40 0.32 0.24 0 .29 0.16 1. 80 5.12 0.90 0.32 0.24 2 .08 2.40 0 .32 0 .24 0 .29 0 .16 1. 80 5.12 0 .90 0.32 0.24 2.08 2.40 0 .32 0 .24 0.29 0 .16 1. 80 5.12 0 .90 0 .32 0 .24 2.08 2.40 0 .32 In Out Trips Total 0 0 0 5 0 0 0 14 0 54 0 0 0 0 0 0 0 0 86 140 0 0 0 0 0 0 0 0 0 0 103 103 0 0 0 22 38 0 0 0 0 0 25 85 0 0 0 2 0 0 0 6 0 37 0 0 0 0 0 0 0 0 58 95 0 0 0 0 0 0 0 0 0 0 69 69 0 0 0 22 26 0 0 0 0 0 17 65 0 0 .0 0 0 .0 0 o.o 7 0.6 0 0 .0 0 0.0 0 0.0 20 1. 6 0 o.o 91 7.2 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0 .0 0 o.o 144 11. 4 235 18.5 0 0 .0 0 0 .0 0 0 .0 0 0.0 0 0 .0 0 o.o 0 0.0 0 0.0 0 0.0 0 0.0 172 13.6 172 13 .6 0 0.0 0 o.o 0 o.o 44 3 .5 64 5.1 0 0 .0 0 0.0 0 0.0 0 0 .0 0 0.0 42 3.3 150 11 .8 Traffix 7.8.0715 {c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 3 07~2007 13:47 wkday + proj PM Filename: WKDYEX-2.OUT Wed Jul 18, 2007 13:46 :57 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Pa.9.e Page 2-3 Zone Rate In Rate Out Trips Trips Total% Of # Subzone 8 Parcel F 8 Parcel F 8 Parcel F 8 Parcel F 8 Parcel F 8 Parcel F 8 Parcel F 8 Parcel F 8 Parcel F 8 Parcel F 8 Parcel F 8 Parcel F Amount Units 128 .00 Town Home 0.00 Resort 0.00 Apartment 9.25 Specialty Reta 0.00 Restaurant 0 .00 Passive Park 0 .00 Garden Hotel 0.00 Live/Work 0.00 Office 0.00 High Quality R o.oo Hotel 23 .30 Flex Restauran Zone 8 Subtotal 9 Parcel C 9 Parcel C 9 Parcel C 9 Parcel C 9 Parcel C 9 Parcel C 9 Parcel C 9 Parcel C 9 Parcel C 9 Parcel C 9 Parcel C 0 .00 Town Home 0.00 Resort 0 .00 Apartment 0 .00 Specialty Reta 0.00 Restaurant 0.00 o.oo 0.00 0 .00 0.00 216 .00 Passive Park Garden Hotel Live/Work Office High Quality R Hotel Zone 9 Subtotal 0.56 0 .43 0.38 1. 80 7.68 0.90 0.48 0.56 0 .52 5 .60 0 .48 7.68 0 .56 0.43 0 .38 1. 80 7.68 0.90 0 .48 0 .56 0 .52 5 .60 0.48 0.24 0.29 0.16 1. 80 5.12 0 .90 0.32 0.24 2.08 2.40 0.32 5.12 0 .24 0 .29 0.16 1. 80 5.12 0.90 0 .32 0 .24 2 .08 2 .40 0.32 In Out Trips Total 72 0 0 17 0 0 0 0 0 0 0 179 268 0 0 0 0 0 0 0 0 0 0 104 104 31 0 0 17 0 0 0 0 0 0 0 119 167 0 0 0 0 0 0 0 0 0 0 69 69 103 8 .1 0 0.0 0 0.0 34 2.7 0 o.o 0 o.o 0 0 .0 0 0.0 0 0.0 0 0.0 0 0.0 298 23 .5 435 34.3 0 0 .0 0 0 .0 0 o.o 0 o.o 0 0.0 0 0 0 0 0 173 173 0. 0 o.o o.o 0 .0 o.o 13. 7 13 . 7 TOTAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 755 512 1267 100.0 Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 4 07/18/2007 13,47 Filename: WKDYEX-2.0UT Page 5 07/18/2007 13,47 Filename: WKDYEX-2. OUT Page 6 wkday + proj PM Wed Jul 18, 2007 13,46,57 Page 3-1 wkday + proj PM Wed Jul 18, 2007 13,47,03 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Ponto Vision Plan Ponto Vision Plan Nkday Existing+ Project Conditions Wkday Existing+ Project Conditions PM Peak Hour PM Peak Hour ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Trip Distribution Report Impact Analysis Report Level Of Service Percent Of Trips Project Intersection Base Future Change To Gates Del/ V/ Del/ V/ in 1 2 3 4 5 6 8 9 10 11 12 LOS Veh C LOS Veh C Zone ---------------#101 Avenida Encinas/ Palomar Airp C xxxxx O. 790 C xxxxx 0.767 -0.022 V/C 1 35.0 3.0 8.0 8.0 1.0 8.0 25.0 3.0 2.0 1.0 1.0 #102 I-5 SB Ramps/ Palomar Airport A xxxxx 0.503 A xxxxx 0.504 + 0.001 V/C 2 35.0 3 . 0 8.0 8.0 1. 0 8.0 25.0 3.0 2.0 1.0 1.0 3 35.0 3.0 8.0 8.0 1.0 8.0 25. 0 3.0 2.0 1.0 1.0 #103 I-5 NB Ramps/ Palomar Airport C xxxxx 0. 736 C xxxxx 0. 742 + 0.006 V/C 4 35.0 3.0 8.0 8.0 1.0 8.0 25. 0 3.0 2.0 1.0 1.0 5 35.0 3.0 8.0 8.0 1.0 8.0 25.0 3.0 2.0 1.0 1.0 #104 Paseo Del Norte/ Palomar Airp D xxxxx 0.859 D xxxxx 0.863 + 0.003 V/C 6 35.0 3.0 8.0 8.0 1.0 8.0 25.0 3.0 2.0 1.0 1.0 7 35.0 3. 0 8.0 8.0 1.0 8.0 25. 0 3.0 2.0 1.0 .1.0 #105 Armada/ Palomar Airport Rd C xxxxx 0.772 C xxxxx 0.772 + 0.000 V/C 8 35.0 3.0 8.0 8.0 1.0 8.0 25.0 3.0 2.0 1.0 1.0 9 35.0 3.0 8.0 8.0 1.0 8.0 25.0 3.0 2.0 1.0 1.0 #106 Palomar Airport Rd. I Hidden C xxxxx 0. 729 C xxxxx 0.730 + 0.000 V/C To Gates I #107 College Blvd/ Palomar Airport C xxxxx 0.786 D xxxxx 0.801 + 0.015 V/C 13 14 I Zone -----I #108 Palomar Airport/ Camino Vida B xxxxx 0.622 B xxxxx 0.622 + 0.000 V/C 1 4.0 1.0 #109 El Camino Real I Palomar Airpo D xxxxx 0.857 D xxxxx 0.861 + 0.004 V/C 2 4.0 1.0 3 4.0 1.0 #110 Palomar Airport Road/ El Fuer C xxxxx 0.723 C xxxxx 0.725 + 0.002 V/C 4 4.0 1.0 5 4.0 1.0 #111 Palomar Airport Road/ Melrose D xxxxx 0.831 D xxxxx 0.833 + 0.002 V/C 6 4. 0 1.0 7 4.0 .1.0 #112 Carlsbad Blvd. I Island Way. A xxxxx 0.399 A xxxxx 0.407 + 0.008 V/C 8 4.0 1.0 9 4.0 1.0 #113 Carlsbad Blvd/ Breakwater Rd. A xxxxx 0.391 A xxxxx 0.399 + 0.008 V/C #114 Carlsbad Blvd. I Poinsettia La A xxxxx 0.492 C xxxxx 0.749 + 0.257 V/C #115 Avenida Encinas I Poinsettia L B xxxxx 0.646 C xxxxx 0.747 + 0.102 V/C #116 I-5 SB Ramps I Poinsettia Lan B xxxxx 0. 654 D xxxxx 0. 844 + 0.190 V/C #117 I-5 NB Ramps / Poinsettia Lane A xxxxx 0.582 C xxxxx 0.705 + 0.123 V/C #118 Paseo Del Norte/ Poinsettia L C xxxxx 0. 796 D xxxxx 0.847 + 0.051 V/C #119 Paseo Del Norte/ Camino de la A xxxxx 0.412 A xxxxx 0.440 + 0.028 V/C #120 Batiquitos Dr. / Poinsettia La A xxxxx 0. 553 A xxxxx 0. 570 + 0.016 V/C #121 Aviara Parkway/ Poinsettia La A xxxxx 0.595 B xxxxx 0.624 + 0.029 V/C #122 El Camino Real I Cassia A xxxxx 0.539 B xxxxx 0.600 + 0.061 V/C #123 El Camino Real I Camino Vida R A xxxxx 0.539 A xxxxx 0. 541 + 0.003 V/C Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07f.l!L2007 13:47 Filename: WKDYEx-2.otrr wkday + proj PM Wed Jul 18, 2007 13:47:03 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Intersection Base Future Del/ V/ Del/ V/ LOS Veh C LOS Veh C #124 Carlsbad Blvd/ Ponto Drive A xxxxx O. 378 B xxxxx 0.618 #125 Carlsbad Blvd. / Beach way A xxxxx 0.164 A xxxxx 0.273 #126 Carlsbad Blvd. / Avenida Encin A xxxxx 0.395 A xxxxx 0 .522 #127 Ponto Dr. / Avenida Encinas o.o 0.000 B 14.6 0.000 #128 Carlsbad Blvd. I La Costa Ave B xxxxx 0.629 C xxxxx 0.753 #129 Vulcan/ La Costa Ave. C 21.0 0.000 E 43.0 0.000 #130 I -5 SB Ramps/ La Costa Ave. A xxxxx O. 571 B xxxxx 0.618 #131 I -5 NB Ramps/ La Costa Ave. A xxxxx 0.594 A xxxxx 0 .596 #132 Piraeus/ La Costa Ave. A xxxxx 0.533 A xxxxx 0.544 #133 El Camino Real / La Costa Ave. C xxxxx 0.711 C xxxxx 0.708 #134 Carlsbad Blvd/ Leucadia Ave B xxxxx 0.610 B xxxxx O. 637 #201 La Costa Avenue/Sheridan Road C 15.0 0 .000 C 20.2 0.000 Page Page 4 -2 Change i n + 0.240 V/C + 0.109 V/C + 0.127 V/C +14.606 D/V + 0 .124 V/C +22.035 D/V + 0.047 V/C + 0 .002 V/C + 0 .012 V/C -0.003 V/C + 0 .027 V/C + 5 .150 D/V Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 7 07J.l§j_2007 13:47 wkday + proj PM Filename: WKDYEX-2.0UT Wed Jul 18, 2007 13:47:03 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour ----------------------------------- Level Of Service Computation Report Page Page 5 -1 ICU l(Loss as Cycle Length\) Method (Future Volume Alternative) •................................•.....•..............................••........ Inter section #101 Avenida Encinas/ Palomar Airport Rd. Cycle (sec): Loss Time (sec): Optimal Cycle: 100 10 (Y+R•4.0 sec) 60 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service, 0.767 xxxxxx C Street Name: Avenida Encinas Palomar Airport Rd Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: l 0 l 0 l l l 0 0 l l 0 0 l 0 l 0 l 0 l ------------1 ---------------11---------------11---------------11---------------1 Volume Module: >> Count Date: 11 Jul 2006 << 5:15 PM TO 6:00 PM Base Vol: 58 105 369 347 69 50 42 288 24 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 Initial Bae: 58 105 369 347 69 50 42 288 24 Added Vol: 0 l 2 0 2 2 l 10 0 PasserByVol: o o o o o o o o o Initial Put: 58 106· 371 347 TI 52 (3 298 24 228 1.00 228 3 0 231 468 1.00 468 41 0 509 333 1.00 333 0 » 333 Uoer Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0 .90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 64 118 412 386 79 58 48 331 27 257 566 370 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 64 118 412 386 79 58 48 331 27 257 566 370 PCE Adj: 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 l.00 Final Vol.: 64 118 412 386 79 58 48 331 27 257 566 370 ------------1---------------11 ---------------11 ---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.25 1.13 Lanes: 1.00 1.00 1.00 1.66 0.34 1.00 1.00 0.93 0.07 1.00 1.00 1.00 Final Sat.: 1800 2000 1800 2989 611 1800 1800 1666 134 1800 2000 1800 ------------1---------------11 ---------------1 1---------------11 ---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.06 0.23 0.13 0.13 0.03 0.03 0.20 0.20 0.14 0.28 0 .21 Crit Moves: Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 8 07/18/2007 13,47 wkday + proj PM Filename, WKDYEX-2.0UT Wed Jul 18, 2007 13,47,03 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Level Of Service Computation Report Pa9.e Page 6-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #102 I-5 SB Ramps / Palomar Airport Rd. ******************************************************************************** Cycle (sec), Loss Time (sec) Optimal Cycle, 100 10 (Y+R=4. o sec) 34 Critical Vol./Cap. (X), Average Delay (sec/veh), Level Of Service, 0.504 xxxxxx A ******************************************************************************** Street Name, I-5 SB Ramps Palomar Airport Rd Approach, North Bound South Bound East Bound West Bound Movement, L T R L T R L T R L T R ------------1 ---------------1 I ---------------1 I ---------------1 I ---------------1 Control, Protected Protected Protected Protected Rights, Include Include Include Ignore Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 l 0 0 0 2 0 l ------------1---------------1I---------------11---------------1 I ---------------1 Volume Module: >> Count Date: Base Vol, o o o Growth Adj, 1.00 1.00 1.00 Initial Bse, 0 O 0 Added Vol, 0 O 0 PasserByVol, o o o Initial Fut, 0 0 0 User Adj, 1.00 1.00 1.00 PHF Adj, 0.96 0.96 0.96 PHF Volume, 0 0 0 Reduct Vol, o o O Reduced Vol, PCE Adj, MLF .n.dj, 0 0 1.00 1.00 1.00 1.00 0 1.00 1.00 11 Jul 2006 << 5,15 PM TO 6,00 PM 563 0 161 0 761 1. 00 1. 00 563 0 O 0 0 0 563 0 1. 00 1. 00 0.96 0.96 586 0 0 0 586 0 1. 00 1. 00 1.00 1.00 1.00 161 40 0 201 1.00 0. 96 209 0 209 1.00 1.00 1. 00 1. 00 0 0 0 761 12 0 0 773 1.00 1.00 0.96 0.96 0 805 0 0 0 805 1.00 1.00 1. 00 1. 00 250 1.00 250 0 0 250 1.00 0. 96 260 0 260 1.00 1.00 0 922 1. 00 1. 00 0 0 0 0 922 5 0 927 1.00 1.00 0.96 0.96 0 0 966 0 0 966 1. 00 1. 00 1. 00 1. 00 1054 1.00 1054 0 0 1054 0.00 0.00 0 0 0 0.00 0.00 Final Vol., 0 0 0 586 0 209 0 805 260 0 966 0 ------------1---------------11---------------11---------------1 I ---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.24 1.13 1.13 1.25 1.13 Lanes, 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.27 0.73 0.00 2.00 1.00 Final Sat., 0 0 0 3600 O 1800 0 4480 1320 0 4000 1800 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.00 0.00 0.00 0.16 0.00 0.12 0.00 0.18 0.20 0.00 0.24 0.00 Crit Moves, ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 9 07/18/2007 13,47 wkday + proj PM Filename, WKDYEX-2.0UT Wed Jul 18, 2007 13,47,03 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Level Of Service Computation Report Pa9.e 10 Page 7-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #103 1-5 NB Ramps/ Palomar Airport Rd ******************************************************************************** Cycle (sec), Loss Time (sec) Optimal Cycle, 100 10 (Y+R=4.0 sec) 56 Critical Vol. /Cap. (X) , Average Delay (sec/veh), Level Of Service, 0.742 xxxxxx C ******************************************************************************** Street Name, I-5 NB RAmps Palomar Airport Rd Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Permitted Protected Protected Protected Control, Rights, Min. Green: Include Include Include Include 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 2 0 0 0 0 0 1 0 3 0 0 0 0 3 0 2 ------------1---------------11---------------11---------------11---------------1 Volume Module: >> Count Base Vol, 107 o Growth Adj, 1.00 1.00 Initial Bse, 107 0 Added Vol, 0 0 PasserByVol, Initial Fut, User Adj, PHF Adj, PHF Volume, Reduct Vol, o o' 107 0 1. 00 1. 00 0.98 0.98 109 0 0 0 Date, 630 1.00 630 0 0 630 1.00 0.98 643 0 11 Jul 2006 << 5,00 PM TO 5,45 PM 0 0 0 233 1085 0 1.00 1.00 1.00 1.00 1.00 1.00 0 0 0 233 1085 0 0 0 0 9 3 0 0 0 0 0 0 0 0 0 0 242 1088 0 1.00 1.00 0.98 0.98 0 0 0 0 1.00 0.98 0 0 1. 00 1. 00 0.98 0.98 247 1110 0 0 1.00 0.98 0 0 0 1913 1. 00 1. 00 0 1913 0 5 0 0 0 1918 1.00 1.00 0.98 0.98 0 1957 0 0 1044 1.00 1044 0 0 1044 l. 00 0.98 1065 0 Reduced Vol, 109 o 643 o o o 247 1110 o o 1957 1065 PCE Adj, 1.00 1.00 1.00 1 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. 109 0 643 0 0 0 247 1110 0 0 1957 1065 ------------1---------------11---------------1I---------------11---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes, 1.00 o.oo 2.00 o.oo 0.00 o.oo 1.00 3.00 0.00 o.oo 3.00 2.00 Final Sat., 1800 o 3600 o o o 1800 6000 o O 6000 3600 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.07 0.00 0.18 0.00 0.00 0.00 0.14 0.19 0.00 0.00 0.33 0.30 Crit Moves, **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07Ll._8L2007 13,47 wkday + proj PM Filename, WKDYEx~2.oUT Wed Jul 18, 2007 13,47:03 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour ----------------------------------- Level Of Service Computation Report Pa9.e 11 Page 8-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alcernative) ******************************************************************************** Intersection #104 Paseo Del Norte/ Palomar Airport Rd. ******************************************************************************** Cycle (sec) Loss Time (sec) Optimal Cycle, 120 10 (Y+R=4.0 sec) 91 Critical Vol./Cap. (X), Average Delay (sec/veh) Level Of Service, 0.863 xxxxxx D Street Name, Approach, Paseo Del Norte Palomar Airport Rd. North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ---------------I 1---------------1 I ---------------1 I ---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 0 1 1 O 2 0 1 1 O 2 0 2 1 0 2 O 3 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: >> Count Date: 11 Jul 2006 << 5:00 PM TO 5:45 PM Base Vol: 312 211 159 265 155 297 3 92 1205 200 220 2260 312 Growth Adj: 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 312 211 159 265 155 297 3 92 1205 200 220 2260 312 Added Vol: 0 0 0 0 0 4 3 1 0 0 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 312 211 159 265 155 301 395 1206 200 220 2261 312 User Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 328 222 167 279 163 317 416 1269 211 232 2380 328 Reduct Vol: a 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 328 222 167 279 163 317 416 1269 211 232 2380 328 PCE Adj: 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 328 222 167 279 163 317 416 1269 211 232 2380 328 OvlAdJVol: 189 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.23 1.13 1.13 1.25 1.13 1.13 1.22 1.13 1.13 1.25 1.13 Lanes: 2.00 1.14 0.86 2.00 1.00 1.00 2.00 2.57 0.43 2.00 3.00 1.00 Final Sat.: 3600 2253 1547 3600 2000 1800 3600 5032 768 3600 6000 1800 ------------1 ---------------I 1---------------1 I---------------I I ---------------1 Capacity Analysis Module: Vol/Sat: 0.09 0.10 0.11 0.08 0.08 0.18 0.12 0.25 0.27 0.06 0.40 0.18 OvlAdjV/S : 0.10 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,47 Filename, WKDYEX-2.0UT Pa9.e 12 wkday + proj PM Wed Jul 18, 2007 13:47:03 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Level Of Service Computation Report Page 9-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #105 Armada/ Palomar Airport Rd ******************************************************************************** Cycle (sec) : Loss Time (sec) Optimal Cycle: 120 10 (Y+R=4.0 sec) 64 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service: 0.772 xxxxxx C ******************************************************************************** Street Name: Armada Palomar Airport Rd Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ---------------1 I ---------------1 I ---------------1 I ---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 0 0 1 0 2 0 1 O 1 2 0 3 0 1 1 0 3 O 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: >> Count Date: Base Vol: 331 91 258 Growth Adj: 1.00 1.00 1.00 Initial Bse: 331 91 258 Added Vol: O O 0 PasserByVol, 0 0 0 Initial Fut: 331 91 258 User Adj: 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 PHF Volume: 352 97 274 Reduct Vol: 0 0 0 27 Jul 2006 << 5:00 PM TO 5:45 PM 198 53 234 142 729 133 1.00 1.00 1.00 1.00 1.00 1.00 198 53 234 142 729 133 0 0 0 0 1 0 0 0 198 53 1. 00 1. 00 0. 94 0. 94 211 56 0 0 0 234 1.00 0.94 249 0 0 0 0 142 730 133 1.00 1.00 1.00 0.94 0.94 0.94 151 777 141 0 0 0 265. 2152 78 1. 00 1. 00 1.00 265 2152 78 0 1 0 0 0 265 2153 78 1. 00 1. 00 1.00 0.94 0.94 0.94 282 2290 83 0 0 0 Reduced Vol: 352 97 274 211 56 249 151 777 141 282 2290 83 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 352 97 274 211 56 249 151 777 141 282 2290 83 ------------1 ---------------1 I ---------------1I---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes: 2.00 0.26 0.74 2.00 1.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3600 469 1331 3600 2000 1800 3600 6000 1800 1800 6000 1800 ------------1---------------11---------------1 I ---------------1 I ---------------1 Capacity Analysis Module: Vol/Sat: 0.10 0.21 0.21 0.06 0.03 0.14 0.04 0.13 0.08 0.16 0.38 0.05 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:47 wkday + proj PM Filename: WKDYEX-2.0UT Wed Jul 18, 2007 13,47,03 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Level Of Service Computation Report Pa9.e 13 Page 10-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #106 Palomar Airport Rd. / Hidden Valley ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 10 (Y+R=4.0 sec) 57 Critical Vol./Cap. (X), Average Delay (sec/veh), Level Of Service, 0.730 xxxxxx C ******************************************************************************** Hidden Valley Palomar Airport Rd. Street Name, Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------1 I ---------------1 I ---------------1 Control, Protected Protected Protected Protected Rights, Include Include Include Include Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, 1 O O 1 O 1 O 1 O 1 1 0 3 0 1 1 0 2 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module, >> Count Date, Base Vol, 110 4 40 Growth Adj, 1.00 1.00 1.00 Initial Bse, 110 4 40 Added Vol, O O 20 PasserByVol, 0 0 0 Initial Fut, 110 4 60 user Adj, 1.00 1.00 1.00 PHF Adj, 0.88 0.88 0.88 PHF Volume, 125 5 68 Reduct Vol, 0 0 0 27 Jul 2006 << 5,15 PM TO 6,00 PM 38 16 111 97 1032 67 1. 00 1. 00 38 16 0 0 0 0 38 16 1. 00 1. 00 0.88 0.88 43 0 18 0 1.00 111 0 0 111 1.00 0.88 126 0 1. 00 1. 00 97 1032 0 1 0 0 97 1033 1.00 1.00 0.88 0.88 110 1174 0 0 1.00 67 0 0 67 1.00 0.88 76 0 70 2100 1. 00 1. 00 70 2100 30 1 0 0 100 2101 1. 00 1. 00 0.88 0.88 114 2388 0 0 16 1.00 16 0 0 16 1.00 0.88 18 0 Reduced Vol: 125 5 68 43 18 126 110 1174 76 114 2388 18 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 125 5 68 43 18 126 110 1174 76 114 2388 18 ------------1 ---------------1I---------------11---------------1 I ---------------1 Saturation Flow Module: Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.21 1.13 Lanes, 1.00 0.06 0.94 1.00 1.00 1.00 1.00 3.00 1.00 1.00 2.98 0.02 Final Sat.: 1800 112 1688 1800 2000 1800 1800 6000 1800 1800 5759 41 ------------1---------------11---------------1I---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.07 0.04 0.04 0.02 0.01 0.07 0.06 0.20 0.04 0.06 0.41 0.45 Crit Moves: **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:47 wkday + proJ PM Filename: WKDYEX-2.0UT Wed Jul 18, 2007 13:47,03 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Level Of Service Computation Report Pa9.e 14 Page 11-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #107 College Blvd/ Palomar Airport Rd Cycle (sec), Loss Time (sec) Optimal Cycle, 120 10 (Y+R=4.0 sec) 71 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service: 0.801 xxxxxx D Street Name, Approach, College Blvd Palomar Airport Rd North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------1 I ---------------1 I ---------------1 Control: Protected Protected Protected Protected Rights, Min. Green: Include Include Include Include 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 0 2 0 1 1 0 0 1 1 2 0 3 0 1 2 0 3 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: >> Base Vol: 137 Growth Adj, 1.00 Initial Bse, 137 Added Vol, 8 Count Date: 102 24 1. 00 1. 00 102 24 0 0 PasserByVol: Initial Fut: User Adj: PHF Adj: PHF Volume: Reduct Vol: 0 0 145 102 1. 00 1. 00 0.85 0.85 171 120 0 0 0 24 1.00 0.85 28 0 27 Jul 2006 << 4:45 PM TO 5:30 PM 67 398 511 156 790 270 1.00 1.00 1.00 1.00 1.00 1.00 67 398 511 156 790 270 0 0 23 15 1 5 0 0 0 0 0 0 67 398 534 171 791 275 1.00 1.00 1.00 1.00 1.00 1.00 0.85 0.85 0.85 0.85 0.85 0.85 79 468 628 201 931 324 0 0 0 0 0 0 243 1578 1. 00 1. 00 243 1578 0 1 0 0 243 1579 1. 00 1. 00 0.85 0.85 286 1858 0 0 108 1.00 108 0 0 108 1.00 0.85 127 0 Reduced Vol: 171 120 28 79 468 628 201 931 324 286 1858 127 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. 171 120 28 79 468 628 201 931 324 286 1858 127 ------------1--------------11---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes: 2.00 2.00 1.00 1.00 0.85 1.15 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3600 4000 1800 1800 1537 2063 3600 6000 1800 3600 6000 1800 ------------1---------------I 1---------------1I---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.05 0.03 0.02 0.04 0.30 0.30 0.06 0.16 0.18 0.08 0.31 0.07 Crit Moves: Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,47 wkday + proj PM Filename, WKDYEX-2.0UT Wed Jul 18, 2007 13,47,03 Ponto Vision Plan Wkday Existing+ ProJect Conditions PM Peak Hour Level Of Service Computation Report Pa9.e 15 Page 12-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #108 Palomar Airport/ Camino Vida Roble ******************************************************************************** Cycle (sec) , Loss Time (sec), Optimal Cycle, 120 10 (Y+R-4.0 sec) 44 Critical Vol./Cap. (X), Average Delay (sec/veh), Level Of Service, 0.622 xxxxxx B ******************************************************************************** Street Name, Approach, Movement: Camino Vida Roble Palomar Airport Road North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------1I---------------11---------------1 I ---------------1 Control, Rights, Min. Green: Lanes: Protected Protected Protected Protected Include Include Include Include 7 10 10 7 10 10 7 10 10 7 10 10 2 0 0 1 0 1 0 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module, >> Count Date: 12 Jul 2006 << 5,00 PM TO 5,45 PM Base Vol, 381 15 147 106 66 199 30 1002 166 103 1162 33 Growth Adj, 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 Initial Bse, 381 15 147 106 66 199 30 1002 166 103 1162 33 Added Vol, 0 0 0 0 0 0 0 1 0 0 1 0 PasserByVol, 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut, 381 15 147 106 66 199 30 1003 166 103 1163 33 User Adj, 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 PHF Adj, 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0. 91 0.91 0.91 0. 91 PHF Volume, 419 16 162 116 73 219 3 3 1102 182 113 1278 36 Reduct Vol, 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 419 16 162 116 73 219 33 1102 182 113 1278 36 PCE Adj, 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 Final Vol. , 419 16 162 116 73 219 33 1102 182 113 1278 36 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.22 1.13 1.13 1.21 1.13 Lanes: 2.00 0.09 0. 91 1.00 1.00 1.00 1.00 2 .57 0.43 1.00 2.92 0.08 Final Sat., 3600 167 1633 1800 2000 1800 1800 5033 767 1800 5651 149 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.12 0.10 0.10 0.06 0.04 0.12 0.02 0.22 0.24 0.06 0.23 0.24 Crit Moves, ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07D.§.1_2007 13,47 wkday + proj PM Filename, WKDYEX-2.0UT Wed Jul 18, 2007 13,47,03 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Level Of Service Computation Report Pa9.e 16 Page 13 -1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #109 El Camino Real/ Palomar Airport Road Cycle (sec) , Loss Time (sec), Optimal Cycle, 120 10 (Y+R-4.0 sec) 90 Critical Vol./Cap. (X), Average Delay (sec/veh), Level Of Service, 0.861 xxxxxx D Street Name, Approach: El Camino Real Palomar Airport Road North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Protected Protected Protected Protected Control, Rights, Min. Green, Ovl Include Include Include 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 3 0 2 2 0 3 0 1 2 0 2 1 0 2 0 3 0 2 ------------1---------------11---------------11---------------11---------------1 Volume Module, >> Count Date: 13 Jul 2006 << 5,00 PM TO 5,45 PM Base Vol, 95 716 451 817 893 141 237 1250 115 461 811 753 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 Initial Bse, 95 716 451 817 893 141 237 1250 115 461 811 753 Added Vol, 0 0 10 0 0 0 0 1 0 14 1 0 PasserByVol, 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut, 95 716 461 817 893 141 237 1251 115 475 812 753 User Adj, 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj, 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume, 101 762 490 869 950 150 252 1331 122 505 864 801 Reduct Vol, 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 101 762 490 869 950 150 252 1331 122 505 864 801 PCE Adj, 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 Final Vol. ' 101 762 490 869 950 150 252 1331 122 505 864 801 OvlAdjVol, 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.22 1.13 1.13 1. 25 1.13 Lanes: 1.00 3.00 2.00 2.00 3.00 1.00 2.00 2.75 0.25 2.00 3.00 2.00 Final Sat., 1800 6000 3600 3600 6000 1800 3600 5345 455 3600 6000 3600 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.06 0.13 0.14 0.24 0.16 0.08 0.07 0.25 0.27 0.14 0.14 0.22 OvlAdjV/S ' o.oo Crit Moves, **** **** **** **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07L.1.§.L2007 13:47 wkday + proj PM Filename: WKDYEX-2.0UT Wed Jul 18, 2007 13:47:04 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Level Of Service Computation Report Pa.9.e 17 Page 14-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #110 Palomar Airport Road/ El Fuerte ******************************************************************************** Cycle ( sec l : Loss Time (sec) Optimal Cycle: 120 10 (Y+R=4. o sec) 56 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.725 xxxxxx C ******************************************************************************** Street Name: El Fuerte Palomar Airport Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ---------------1I---------------11---------------1 I ---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 o 1 1 o 2 o 1 1 O 2 O 3 O 1 1 O 2 1 o ------------1---------------11---------------1I---------------11---------------1 Volume Module: >> Count Date: 12 Jul 2006 << 5:00 PM TO 5:45 PM 1.00 1.1 1. 00 1. 00 Base Vol: 35 2 55 301 82 109 26 2460 42 116 1321 23 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 301 8 26 2460 Initial Bse: 35 2 55 301 82 109 26 2460 42 116 1321 23 0 0 0 10 Added Vol: 0 0 0 0 0 0 0 10 0 0 15 0 0 0 0 0 PasserByVol: o 0 0 0 0 0 0 0 0 0 0 0 301 8 26 2470 Initial Fut: 35 2 55 301 82 109 26 2470 42 116 1336 23 1.00 1.1 1. 00 1. 00 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0. 92 0.' 0. 92 0 . 92 PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PHF Volume: 38 2 60 327 89 118 28 !685 Reduct Vol: o 0 0 0 0 0 0 o 0 o 0 0 Reduced Vol: 38 2 60 327 89 118 28 2685 46 126 1452 25 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 38 2 60 327 89 118 28 2685 46 126 1452 25 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.21 1.13 Lanes: 2.00 1.00 1.00 2.00 1.00 1.00 2.00 3.00 1.00 1.00 2.95 0.05 Final Sat.: 3600 2000 1800 3600 2000 1800 3600 6000 1800 1800 5709 91 ------------1 ---------------1I---------------11---------------1 I ---------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.00 0.03 0.09 0.04 0.07 0.01 0.45 0.03 0.07 0.25 0.27 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:47 wkday + proj PM Filename: WKDYEX-2.0UT Wed Jul 18, 2007 13:47:04 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Level Of Service Computation Report Pa.9.e 18 Page 15-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #111 Palomar Airport Road/ Melrose Drive Cycle (sec): Loss Time (sec): Optimal Cycle: 120 10 (Y+R=4.0 sec) 80 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service: 0.833 xxxxxx D ******************************************************************************** Street Name: Melrose Drive Palomar Airport Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Permitted Protected Protected Protected Rights: Include Include Ignore Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 0 3 0 1 2 0 2 0 2 2 0 2 1 0 2 0 3 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: >> Count Date: 12 Jul 2006 << 5:00 PM TO 5:45 PM Base Vol: 167 0 253 0 0 0 0 2576 315 345 1281 0 Growth Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 Initial Bse: 167 0 253 0 0 0 0 2576 315 345 1281 0 Added Vol: 0 0 0 0 0 0 0 10 0 0 15 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 .o 0 Initial Fut: 167 0 253 0 0 0 0 2586 315 345 1296 0 User Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 0.00 1. 00 1. 00 1.00 PHF Adj: 0.91 0.91 0. 91 0.91 0.91 0.91 0. 91 0. 91 0.00 0.91 0.91 0.91 PHF Volume: 184 0 278 0 0 0 0 2842 0 379 1424 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 184 o 278 o o o o 2842 o 379 1424 o PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol.: 184 0 278 0 0 0 0 2842 0 379 1424 O ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.21 1.13 1.13 1.25 1.13 Lanes: 2.00 3.00 1.00 2.00 2.00 2.00 2.00 3.00 0.00 2.00 3.00 1.00 Final Sat.: 3600 6000 1800 3600 4000 3600 3600 5800 o 3600 6000 1800 ------------1 ---------------! I ---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.05 0.00 0.15 0.00 0.00 0.00 0.00 0.49 0.00 0.11 0.24 0.00 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:47 wkday + proj PM Filename: WKDYEX-2.0UT Wed Jul 18, 2007 13:47:04 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour ----------------------------------- Level Of Service Computation Report Pa9.e 19 Page 16-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #112 Carlsbad Blvd. / Island Way. ******************************************************************************** Cycle (sec), Loss Time (sec) Optimal Cycle: 100 10 (Y+R=4.0 sec) 37 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service, 0.407 xxxxxx A ******************************************************************************** Street Name, Approach: Movement: Carlsbad Blvd. Island Way North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------1 I ---------------1 I ---------------1 I ---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: o o 1 1 o 1 o 2 o o o o o o o 1 o o o 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: >> Count Date: 12 Jul 2006 << 4:45 PM TO 5:30 PM Base Vol: 0 822 20 66 735 0 0 0 0 25 0 14 Growth Adj: 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 Initial Bse, 0 822 20 66 735 0 0 0 0 25 0 14 Added Vol: 0 27 0 0 66 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 849 20 66 801 0 0 0 0 25 0 14 User Adj: 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0. 93 0.93 0. 93 0. 93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 0 913 22 71 861 0 0 0 0 27 0 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 913 22 71 861 0 0 0 0 27 0 15 PCE Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 913 22 71 861 0 0 0 0 27 0 15 ------------1 ---------------II ---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.19 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes, o.oo 1.95 0.05 1.00 2.00 o.oo o.oo o.oo o.oo 1.00 o.oo 1.00 Final Sat., o 3717 83 1800 4000 o o o o 1800 o 1800 ------------1 ---------------II ---------------11---------------1 I ---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.25 0.26 0.04 0.22 0.00 0.00 0.00 0.00 0.01 0.00 0.01 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:47 Filename: WKDYEX-2.0UT Pa9.e 20 wkday + proj PM Wed Jul 18, 2007 13:47:04 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Level Of Service Computation Report Page 17-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #113 Carlsbad Blvd/ Breakwater Rd. ******************************************************************************** Cycle (sec): Loss Time (sec) Optimal Cycle, 100 10 (Y+R=4.0 sec) 37 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service: 0.399 xxxxxx A ******************************************************************************** Street Name, Approach, Movement: Carlsbad Blvd Breakwater Rd. North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1 ---------------1I---------------11---------------11---------------1 Control, Permitted Protected Protected Protected Rights, Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, 1 o 1 1 o 1 o 2 o o o o o o o 1 o o o 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: >> Count Date: 12 Jul 2006 << 4:45 PM TO 5:30 PM Base Vol, 17 880 8 30 759 o o o o Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 17 880 8 30 759 o o o o Added Vol: 0 27 0 0 66 0 0 0 0 PasserByVol, o o o o o o o o o Initial Fut, 17 907 8 30 825 o o o o User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PHF Volume: 18 986 9 33 897 0 o 0 o Reduct Vol, O o o o o 0 0 o 0 21 o 1. 00 1. 00 21 o o o o o 21 0 1. 00 1. 00 o. 92 o. 92 23 o o 0 8 1.00 8 o 8 1.00 0.92 9 0 Reduced Vol, 18 986 9 33 897 o o o o 23 o 9 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final vol., 18 986 9 33 897 o o o o 23 o 9 ------------1 ---------------II ---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.19 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes, 1.00 1.98 0.02 1.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat., 1800 3769 31 1800 4000 o o o o 1800 o 1800 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.26 0.28 0.02 0.22 0.00 0.00 0.00 0.00 0.01 0.00 0.00 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,47 wkday + proj PM Filename, WKDYEX~2.0UT Wed Jul 18, 2007 13,47,04 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour ---------------------------------- Level Of Service Computation Report Pa9.e 21 Page 18-1 ICU l(Loss as Cycle Length I) Method (Future Volume Alternative) ******************************************************************************** Intersection #114 Carlsbad Blvd. / Poinsettia Lane ******************************************************************************** Cycle (sec), Loss Time (sec) Optimal Cycle, 100 10 (Y+R=4. O sec) 57 Critical Vol . /Cap. (X) , Average Delay (sec/veh), Level Of Service, 0 74 9 xxxxxx C ******************************************************************************** Street Name: Carlsbad Blvd. Poinsettia Lane Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ---------------1I---------------11---------------1 I ---------------1 Protected Protected Protected Permitted Control, Rights, Min. Green: Include Include Include Include 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 2 0 1 2 0 2 0 1 1 0 1 0 1 0 1 0 1 0 ------------1 ---------------1I---------------11---------------1 I ---------------1 Volume Module, >> Count Date: 8 Aug 2006 << 4,45 PM TO 5,30 PM Base Vol, 12 669 182 158 451 49 17 23 22 180 2 178 Growth Adj, 1. 00 1. 00 1.00 1. 00 1. 00 1.00 l. 00 1. 00 1.00 l. 00 l. 00 1.00 Initial Bse, 12 669 182 158 451 49 17 23 22 180 2 178 Added Vol, 0 27 208 o 66 o 0 0 0 270 0 0 PasserByVol, 0 0 0 o 0 0 0 0 0 0 0 0 Initial Fut, 12 696 390 158 517 49 17 23 22 450 2 178 User AdJ, 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 PHF Adj, 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 PHF Volume, 14 819 459 186 608 58 20 27 26 529 2 209 Reduct Vol, 0 0 0 o 0 0 0 0 0 0 0 0 Reduced Vol, 14 819 459 186 608 58 20 27 26 529 2 209 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 MLF Adj, 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 Final Vol. , 14 819 459 186 608 58 20 27 26 529 2 209 ------------1---------------1 /---------------//---------------/I ---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.13 1.13 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 0 .43 0.57 Final Sat. , 1800 4000 1800 3600 4000 1800 1800 2000 1800 1800 783 1017 ------------1---------------1I---------------11---------------1 I---------------I Capacity Analysis Module, Vol/Sat, 0.01 0.20 0.25 0.05 0.15 0.03 0.01 0.01 0.01 0.33 0.00 0.21 Crit Moves, ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,47 wkday + proj PM Filename, WKDYEX~2.0UT Wed Jul 18, 2007 13,47,04 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Level Of Service Computation Report Pa9.e 22 Page 19-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #115 Avenida Encinas/ Poinsettia Lane ******************************************************************************** Cycle (sec) , Loss Time (sec), Optimal Cycle, 100 10 (Y+R=4.0 sec) 57 Critical Vol./Cap. (X), Average Delay (sec/veh) Level Of Service, 0.747 xxxxxx C Street Name, Avenida Encinas Poinsettia Lane Approach, Movement: North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1 ---------------1I---------------11---------------1 I---------------/ Control, Rights, Protected Protected Protected Protected Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 o 1 o 1 1 o 1 o 1 1 o 2 1 o 2 o 2 o 1 ------------1 ---------------1 I---------------/ I ---------------11---------------1 Volume Module: >> Base Vol, 58 Growth Adj, Initial Bse, Added Vol, PasserByVol, Initial Fut, User Adj, PHF Adj, PHF Volume, 1.00 58 3 0 61 1.00 0.89 69 Count Date, 9 Aug 2006 << 5,15 PM TO 6,00 PM 61 321 250 132 34 42 240 74 1.00 1.00 61 321 3 54 0 0 64 375 1.00 1.00 0.89 0.89 72 421 1.00 1.00 1.00 1.00 1.00 1.00 250 132 34 0 5 0 0 0 0 250 137 34 1. 00 1. 00 1.00 0.89 0.89 0.89 281 154 38 42 240 0 205 0 0 42 445 1. 00 1. 00 0.89 0.89 47 500 74 2 0 76 1.00 0.89 85 397 1.00 397 80 0 477 1.00 0.89 536 0 0 0 0 0 0 0 0 0 0 0 0 0 0 290 186 1.00 1.00 290 186 266 0 0 o 556 186 1.00 1.00 0.89 0.89 625 209 0 0 Reduced Vol, 69 72 421 281 154 38 47 500 85 536 625 209 PCE AdJ, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 69 72 421 281 154 38 47 500 85 536 625 209 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.22 1.13 1.13 1.25 1.13 Lanes, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.56 0.44 2.00 2.00 1 oo Final Sat., 1800 2000 1800 1800 2000 1800 1800 5012 788 3600 4000 1800 ------------1---------------11---------------11---------------1 I ---------------1 Capacity Analysis Module, Vol/Sat, 0.04 0.04 0.23 0.16 0.08 0.02 0.03 0.10 0.11 0.15 0.16 0.12 Crit Moves: **** **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,47 Filename: WKDYEX-2.0UT Page 23 wkday + proj PM Wed Jul 18, 2007 13:47:04 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour · Level Of Service Computation Report Page 20-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #116 I-5 SB Ramps/ Poinsettia Lane ******************************************************************************** Cycle (sec): 100 Critical Vol. /Cap. (X) : Loss Time (sec) Optimal Cycle: 10 (Y+R=4.0 sec) 78 Average Delay (sec/veh) Level Of Service: 0.844 xxxxxx D ******************************************************************************** Street Name: 1-5 SB Ramps Poinsettia Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------I---------------11---------------1 I ---------------1 I---------------I Control: Protected Permitted Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 0 0 0 0 0 1 1 0 0 1 0 0 2 0 1 2 0 2 0 0 ------------1---------------1 I ---------------1I---------------11---------------1 Volume Module: >> Count Date: 9 Aug 2006 << 5:15 PM TO 6:00 PM Base Vol: 0 0 0 322 2 252 0 773 158 755 623 0 Growth Adj: 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 Initial Bse, 0 0 0 322 2 252 0 773 158 755 623 0 Added Vol: 0 0 0 0 0 225 0 246 13 0 122 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 322 2 477 0 1019 171 755 745 0 User Adj: 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 0 0 0 32 9 2 487 0 1040 174 770 760 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 329 2 487 0 1040 174 770 760 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 329 2 487 0 1040 174 770 760 0 ------------1---------------11---------------II---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.13 1.13 1 13 1.25 1.13 1.13 1.25 1.13 Lanes: o.oo 0.00 o.oo 1.99 0.01 1.00 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 O 3578 22 1800 0 4000 1800 3600 4000 0 ------------1---------------1 I ---------------1I---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.09 0.09 0.27 0.00 0.26 0.10 0.21 0.19 0.00 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 07/18/2007 13:47 Filename: WKDYEX-2.0UT Page 24 wkday + proj PM Wed Jul 18, 2007 13:47:04 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Level Of Service Computation Report Page 21-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #117 1-5 NB Ramps/ Poinsettia Lane ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 10 (Y+R=4. o sec) 51 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service: 0.705 xxxxxx C ******************************************************************************** Street Name: 1-5 NB Ramps Poinsettia Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11----------------11---------------1 l---~-----------1 Control: Permitted Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 2 0 0 0 0 0 1 0 2 0 0 0 0 3 0 1 ------------1 ---------------1 I ---------------1 I ---------------1 I ---------------1 Volume Module: >> Count Date: 9 Aug 2006 << 5:00 PM TO 5:45 PM Base Vol: 245 9 597 0 0 0 170 878 0 0 1100 262 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 00 1.00 1.00 1.00 1.00 Initial Bse: 245 9 597 O O O 170 878 O O 1100 262 Added Vol: 9 0 0 0 0 0 170 76 0 0 112 0 0 0 0 PasserByVol: o O o O O o o o o o o o 0 0 597 0 0 0 340 954 0 0 1212 262 0 1212 1.00 1. 00 1.1 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.92 0.92 0.92 0. 92 0.9 PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0. 92 0. 92 649 0 0 0 37 PHF Volume: 276 10 649 0 0 0 370 1037 0 0 1317 285 0 1317 0 0 0 Reduct Vol: o o o o O o o o o o o o 0 0 Reduced Vol: 276 10 649 o o o 370 1037 o o 1317 285 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 276 10 649 0 0 0 370 1037 0 O 1317 285 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes: 0.97 0.03 2.00 0.00 0.00 0.00 1.00 2.00 0.00 o.oo 3.00 1.00 Final Sat.: 1738 62 3600 0 0 0 1800 4000 0 O 6000 1800 ------------1---------------1 I ---------------1I---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.17 0.16 0.18 0.00 0.00 0.00 0.21 0.26 0.00 0.00 0.22 0.16 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 07/18/2007 13,47 wkday + proj PM Filename: WKDYEX-2.0UT Wed Jul 18, 2007 13:47:04 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Level Of Service Computation Report Pa.9.e 25 Page 22-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ************************************************************+******************* Intersection #118 Paseo Del Norte/ Poinsettia Lane ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): Loss Time (sec) : 10 (Y+R=4.0 sec) 79 Average Delay (sec/veh): 0.847 xxxxxx D Optimal Cycle: Level Of Service: ******************************************************************************** Street Name: Paseo Del Norte Poinsettia Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 0 1 0 1 0 0 1 0 2 0 2 0 1 1 0 1 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: >> Count Date: 9 Aug 2006 << 5:15 PM TO 6:00 PM Base Vol: 24 4 5 93 13 306 505 1019 36 5 926 88 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 Initial Bse: 24 4 5 93 13 306 505 1019 36 5 926 88 Added Vol: 0 0 0 0 0 30 20 56 0 0 82 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 24 4 5 93 13 336 525 1075 36 5 1008 88 User Adj: 1. 00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 27 5 6 106 15 382 597 1222 41 6 1145 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 27 5 6 106 15 382 597 1222 41 6 1145 100 PCE Adj: 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 MLF Adj: 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 Final Vol.: 27 5 6 106 15 382 597 1222 41 6 1145 100 ------------1 ---------------1I---------------11---------------1 I ---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.19 1.13 Lanes: 1.00 0.44 0.56 1.00 0.04 0.96 2.00 2.00 1.00 1.00 1.84 0.16 Final Sat.: 1800 800 1000 1800 67 1733 3600 4000 1800 1800 3511 289 ------------1 ---------------1I---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.02 0.01 0.01 0.06 0.22 0.22 0.17 0.31 0.02 0.00 0.33 0.35 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:47 Filename: WKDYEX-2.0UT Pa.9.e 26 wkday + proj PM Wed Jul 18, 2007 13:47:04 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Level Of Service Computation Report Page 23-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #119 Paseo Del Norte/ Camino de las Ondas ******************************************************************************** Cycle (sec) : Loss Time (sec) Optimal Cycle: Street Name: Approach: 100 10 (Y+R=4.0 sec) 44 Critical Vol./Cap. (X), Average Delay (sec/veh): Level Of Service: 0.440 xxxxxx A Paseo Del Norte Camino de las Ondas North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 I ---------------1I---------------11---------------1 Control, Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 ------------1 ------,--------1 I ---------------1I---------------11---------------1 Volume Module: >> Count Date: 26 Jul 2006 << 4:45 PM TO 5:30 PM Base Vol: 28 264 114 58 247 24 17 3 17 94 10 67 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 264 114 58 247 24 17 3 17 94 10 67 17 94 10 Added Vol, 0 0 20 0 0 PasserByVol: Initial Fut: User Adj, PHF Adj: PHF Volume: Reduct Vol: 0 28 1.00 0.98 29 0 0 264 1.00 0.98 269 0 0 0 0 134 58 247 1.00 1.00 1.00 0.98 0.98 0.98 137 59 252 0 0 0 0 0 0 0 24 17 1.00 1.00 0.98 0.98 24 17 0 0 0 3 1.00 0.98 3 0 0 0 17 1.00 0.98 17 0 30 0 0 0 124 10 1.00 1.00 0.98 0.98 127 10 0 0 0 0 67 1.00 0.98 68 0 Reduced Vol: 29 269 137 59 252 24 17 3 17 127 10 68 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 29 269 137 59 252 24 17 3 17 127 10 68 ------------1---------------11---------------1 I ---------------1 I ---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Lanes: 1.00 0.66 0.34 1.00 0.91 0.09 1.00 0.15 0.85 1.00 0.13 0.87 Final Sat.: 1800 1194 606 1800 1641 159 1800 270 1530 1800 234 1566 ------------1---------------11---------------1I---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.02 0.23 0.23 0.03 0.15 0.15 0.01 0.01 0.01 0.07 0.04 0.04 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:47 Filename: WKDYEX-2.0lIT Pa.9.e 27 wkday + proj PM Wed Jul 18, 2007 13:47:05 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Level Of Service Computation Report Page 24-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #120 Batiquitos Dr. / Poinsettia Lane ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): Loss Time (sec): 10 (Y+R=4.0 sec) 44 Average Delay (sec/veh): 0.570 xxxxxx A Optimal Cycle: Level Of Service: Street Name: Batiquitos Dr. Poinsettia Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------1I---------------11---------------11---------------1 Volume Module: >> Count Date: 26 Jul 2006 << 5:00 PM TO 5:45 PM Base Vol: 178 20 25 16 20 56 108 773 277 16 923 24 Growth Adj: 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 Initial Bse: 178 20 25 16 20 56 108 773 277 16 923 24 Added Vol: 0 0 0 0 0 0 0 56 0 0 82 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 178 20 25 16 20 56 108 829 277 16 1005 24 User Adj, 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 187 21 26 17 21 59 114 873 292 17 1058 25 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 187 21 26 17 21 59 114 873 292 17 1058 25 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 187 21 26 17 21 59 114 873 292 17 1058 25 ------------1 ---------------1I---------------11---------------1 I ---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.21 1.13 1.13 1.19 1.13 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.50 0.50 1.00 1.95 0.05 Final Sat.: 1800 2000 1800 1800 2000 1800 1800 2898 902 1800 3716 84 ------------1 ---------------1I---------------11---------------1 I ---------------1 Capacity Analysis Module: Vol/Sat: 0.10 0.01 0.01 0.01 0.01 0.03 0.06 0.30 0.32 0.01 0.28 0.30 Crit Moves: **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:47 Filename: WKDYEX-2.0UT Pa.9.e 28 wkday + proj PM Wed Jul 18, 2007 13:47:05 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Level Of Service Computation Report Page 25-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #121 Aviara Parkway/ Poinsettia Lane ******************************************************************************** Cycle (sec): Loss Time (sec) Optimal Cycle: Street Name: Approach: 100 10 (Y+R=4.0 sec) 44 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: Aviara Parkway Poinsettia Lane 0.624 xxxxxx B North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ---------------1I---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 0 1 1 0 1 0 1 1 0 2 0 1 0 2 1 0 1 1 0 ------------1 ---------------1I---------------11---------------1 I ---------------1 Volume Module: >> Base Vol: 321 Growth Adj: 1.00 Initial Bse: 321 Added Vol: 8 Count Date: 8 Aug 2006 << 5:15 PM TO 6:00 PM 187 10 89 413 367 133 308 352 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 187 10 89 413 367 133 308 352 0 0 0 0 0 0 51 5 PasserByVol: o o o o o o 0 0 0 Initial Fut: 329 187 10 89 413 367 133 359 357 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 350 199 11 95 439 390 141 382 380 Reduct Vol: O o O O O o 0 0 0 9 223 1. 00 1. 00 9 223 0 75 0 0 9 298 1. 00 1. 00 0. 94 0. 94 10 317 0 0 53 1.00 53 0 0 53 1.00 0.94 56 0 Reduced Vol: 350 199 11 95 439 390 141 382 380 10 317 56 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 350 199 11 95 439 390 141 382 380 10 317 56 OvlAdjVol: 30 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.19 1.13 1.13 1.24 1.13 1.13 1.25 1.13 1.13 1.20 1.13 Lanes: 2.00 1.90 0.10 1.00 1.06 0.94 2.00 1.00 2.00 1.00 1.70 0.30 Final Sat.: 3600 3617 183 1800 2106 1694 3600 2000 3600 1800 3256 544 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.10 0.05 0.06 0.05 0.21 0.23 0.04 0.19 0.11 0.01 0.10 0.10 OvlAdjV/S : 0.01 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07Ll.§.L_2007 13,47 wkday + proj PM Filename, WKDYEX-2.0UT Wed Jul 18, 2007 13,47,05 Ponto Vision Plan Wkday Existing+ Project Ccnditions PM Peak Hour Level Of Service Computation Report Pa.9.e 29 Page 26-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) *****~************************************************************************** Intersection #122 El Camino Real / Cassia ******************************************************************************** Cycle (sec), Loss Time (sec) Optimal Cycle, 120 10 (Y+R=4 .o sec) 41 Critical Vol./Cap. (X), Average Delay (sec/veh) Level Of Service, 0.600 xxxxxx B ******************************************************************************** Street Name, Approach: Movement: El Camino Real Cassia North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1 ---------------1 I ---------------1I---------------11---------------I Control, Rights: Min. Green: Lanes: Protected Protected Permitted Permitted Include Include Include Include 7 10 10 7 10 10 7 10 10 7 10 10 1 0 2 0 0 1 0 2 1 0 1 0 0 1 0 0 0 0 0 0 ------------1---------------11---------------11---------------11---------------1 Volume Module, >> Count Date, 13 Jul 2006 << 5:15 PM TO 6:00 PM Base Vol, 113 863 o 1 1493 233 106 o 99 o o o Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 113 863 o 1 1493 233 106 o 99 o o o Added Vol, 60 0 0 0 0 14 10 0 41 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1493 al Fut, 173 863 0 1 1493 247 116 0 140 0 0 0 116 0 0 0 1.00 1 dj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1. 00 1. 00 0. 96 0 j: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0. 96 0. 96 0 F Volume: 180 899 0 1 1555 257 121 O 146 0 0 0 121 0 0 0 0 duct Vol, o o O o o 0 0 0 o o o o 0 0 0 0 Reduced Vol: 180 899 o 1 1555 257 121 o 146 o o o PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF AdJ, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 180 899 0 1 1555 257 121 0 146 0 0 0 ------------1---------------1I---------------11---------------1 I---------------I Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.22 1.13 1.13 1.13 1.13 1.13 1.25 1.13 Lanes: 1.00 2.00 o.oo 1.00 2.57 0.43 1.00 o.oo 1.00 0.00 o.oo 0.00 Final Sat., 1800 4000 o 1800 5033 767 1800 O 1800 o o o ------------1 ---------------1 I ---------------1I---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.10 0.22 0.00 0.00 0.31 0.34 0.07 0.00 0.08 0.00 0.00 0.00 Crit Moves: **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 07/18/2007 13:47 wkday + proj PM Filename, WKDYEX-2.0UT Wed Jul 18, 2007 13:47,05 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour ----------------------------------- Level Of Service Computation Report Pa.9.e 30 Page 27-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #123 El Camino Real / Camino Vida Roble ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle, 120 10 (Y+R=4.0 sec) 37 Critical Vol./Cap. (X), Average Delay (sec/veh) Level Of Service: 0.541 xxxxxx A ******************************************************************************** Street Name: El Camino Real Camino Vida Roble Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------I---------------I I ---------------1I---------------11---------------1 Control, Protected Protected Permitted Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 0 2 0 0 0 0 2 1 0 1 0 l! 0 1 0 0 0 0 O ------------1 ---------------I1---------------11---------------1 I ---------------1 Volume Module: >> Count Date: 13 Jul 2006 << 5:00 PM TO 5:45 PM Base Vol, 116 917 0 0 1328 46 200 0 476 0 O O Grow~h Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 116 917 0 0 1328 46 200 0 476 0 0 0 0 1328 46 200 0 476 0 0 10 10 0 0 14 0 0 0 0 0 0 0 0 14 0 0 0 0 0 PasserByVol: Initial Fut: User Adj, PHF Adj: PHF Volume, Reduct Vol: 0 0 116 927 1. 00 1. 00 0.92 0.92 126 1008 0 0 0 0 1.00 0.92 0 0 0 0 0 1342 1.00 1.00 0.92 0.92 0 1459 0 0 0 0 0 46 200 0 1.00 1. 00 1. 00 0. 92 0.92 0.92 50 217 0 0 0 0 0 476 1.00 0.92 517 0 0 0 1.00 0.92 0 0 0 0 0 0 1. 00 1. 00 0.92 0.92 0 0 0 0 Reduced Vol, 126 1008 O 0 1459 50 217 0 517 0 0 0 PCE AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 126 1008 0 0 1459 50 217 0 517 0 0 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.21 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes, 2.00 2.00 0.00 o.oo 2.90 0.10 1.00 o.oo 2.00 o.oo o.oo o.oo Final Sat.: 3600 4000 O o 5621 179 1800 o 3600 o o o ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat, 0.04 0.25 0.00 0.00 0.26 0.28 0.12 0.00 0.14 0.00 0.00 0.00 Crit Moves: **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE o7L_:l_8L2007 13,47 wkday + proj PM Filename: WKDYEX~2.0UT Wed Jul 18, 2007 13:47:05 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Level Of Service Computation Report Pa.9.e 31 Page 28-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #124 Carlsbad Blvd/ Ponto Drive ******************************************************************************** Cycle (sec): Loss Time (sec) Optimal Cycle: 100 10 (Y+R=4. o sec) 42 Critical Vol. /Cap. (XI : Average Delay (sec/veh): Level Of Service: 0.618 xxxxxx B ******************************************************************************** Street Name: Carlsbad Blvd Ponto Drive Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Permitted Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 1 1 0 1 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------1 ---------------II ---------------11---------------1 I ---------------1 Volume Module: >> Count Date: 26 Jul 2006 << 4:45 PM TO 5:30 PM Base Vol: 58 855 15 26 620 o o O o Growth Adj: Initial Bse: Added Vol: PasserByVol: Initial Fut: User Adj: PHF Adj: 1. 00 58 0 0 58 1.00 0.95 1.00 855 78 0 933 1.00 0.95 1.00 15 0 0 15 1.00 0.95 1. 00 1. 00 1.00 1. 00 1. 00 1.00 26 620 0 0 0 0 214 121 0 0 0 0 0 0 0 0 0 0 240 741 0 0 0 0 1.00 1.00 1.00 1. 00 1, 00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 12 1 00 12 0 0 12 1.00 0.95 PHF Volume: 61 982 2 53 780 0 0 0 0 0 0 0 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 15 1.00 1.00 0 15 0 157 0 0 0 172 1.00 1.00 0.95 0.95 0 181 0 0 Reduced Vol: 61 982 16 253 780 0 0 0 0 13 0 181 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 61 982 16 253 780 0 0 0 0 13 0 181 ------------1---------------11---------------1I---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.19 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes: 1.00 1.97 0.03 1.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 1800 3743 57 1800 4000 o o o o 1800 o 1800 ------------1 ---------------1I---------------11---------------1 I ---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.26 0.28 0.14 0.20 0.00 0.00 o.oo 0.00 0.01 0.00 0.10 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:47 wkday + proj PM Filename: WKDYEx~2.0UT Wed Jul 18, 2007 13:47:05 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Level Of Service Computation Report Pa.9.e 32 Page 29-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #125 Carlsbad Blvd. / Beach Way ******************************************************************************** Cycle (sec), Loss Time (sec) Optimal Cycle, 100 10 (Y+R=4. 0 sec) 24 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service: 0.273 xxxxxx A ******************************************************************************** Carlsbad Blvd. Beach Way Street Name, Approach, North Bound South Bound East Bound West Bound Movement: LT R LT R LT R LT R ------------1 ---------------1 I ---------------1 I---------------! 1---------------I Control: Protected Protected Split Phase Split Phase Rights, Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 o 2 o 0 0 1 0 0 1 1 o o o 1 ------------1---------------11---------------1I---------------11---------------1 Volu'11e Module, Base Vol: 58 0 0 0 0 0 58 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 Initial Bse: 58 0 0 0 0 0 58 0 0 0 0 0 Added Vol: 0 21 96 90 31 0 0 0 0 68 0 57 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 58 21 96 90 31 0 58 0 0 68 0 57 User Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 PHF Adj: 1. 00 1. 00 1.00 J.. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 PHF Volume: 58 21 96 90 31 0 58 0 0 68 0 57 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 58 21 96 90 31 0 58 0 0 68 0 57 PCE Adj: 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 MLF Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 Final Vol.: 58 21 96 90 31 0 58 0 0 68 0 57 ------------1 ---------------1I---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1. 25 1.13 1.13 1.25 1.13 1.13 1.13 1.13 1.13 1.25 1.13 Lanes: 1.00 1.00 1.00 1.00 2.00 0.00 1.00 0 .00 1.00 1.00 0.00 1.00 Final Sat. : 1800 2000 1800 1800 4000 0 1800 0 1800 1800 0 1800 ------------1 ---------------1I---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.01 0.05 0.05 0.01 0.00 0.03 0.00 o.oo 0.04 0.00 0.03 Crit Moves: **** **** ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE o7LJ.~L2007 13,47 Filename, WKDYEX-2.0UT Pa9.e 33 wkday + proj PM Wed Jul 18, 2007 13,47,05 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Level Of Service Computation Report Page 30-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #126 Carlsbad Blvd. / Avenida Encinas ******************************************************************************** Cycle (sec), Loss Time (sec), Optimal Cycle, 100 10 (Y+R~4. o sec) 37 Critical Vol./Cap. (X), Average Delay (sec/veh) Level Of Service, 0.522 xxxxxx A ******************************************************************************** Street Name: Carlsbad Blvd Avenida Encinas Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 I ---------------1I---------------11---------------1 Control, Protected Protected Protected Permitted Rights, Include Include Include Include Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 1 0 l! 0 0 ------------1--------c------11---------------I I ---------------1 I ---------------1 Volume Module: >> Base Vol, O Growth Adj, Initial Bse, Added Vol, Uturns: 1.00 0 0 0 Initial Fut, User Adj, PHF Adj, PHF Volume, Reduct Vol, 0 1.00 0.95 0 0 Count Date, 833 179 1.00 1.00 833 179 96 234 0 0 929 413 1. 00 1.00 0.95 0.95 978 435 0 0 26 Jul 2006 << 5,00 PM TO 5,45 PM 18 696 0 0 0 0 206 0 16 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 18 696 0 0 0 0 206 0 16 31 68 0 0 0 0 150 0 21 58 0 0 0 0 0 0 0 0 107 764 0 0 0 0 356 0 37 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 113 804 0 0 0 0 375 0 39 0 0 0 0 0 0 0 0 0 Reduced Vol, O 978 435 113 804 0 0 0 0 375 0 39 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 0 978 435 113 804 0 0 0 0 375 O 39 ------------1---------------11---------------11---------------1 I ---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes, 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 1.81 0.00 0.19 Final Sat., o 4000 1800 1800 4000 0 0 0 0 3261 0 339 ------------1---------------11---------------11---------------1 I ---------------1 Capacity Analysis Module, Vol/Sat, 0 00 0.24 0.24 0.06 0.20 0.00 0.00 0.00 0.00 0.11 0.00 0.11 Crit Moves, ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 07/18/2007 13,47 wkday + proj PM Filename, WKDYEX-2.0UT Wed Jul 18, 2007 13,47,05 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Level Of Service Computation Report Pa9.e 34 Page 31-1 2000 HCM Unsignalized Method (Future Volume Alternative) ********************************** Intersection #127 Ponto Dr. / Avenida Encinas Average Delay (sec/veh), 7.7 Worst Case Level Of Service, B[ 14.6] Street Name: Ponto Dr Avenida Encinas Approach, North Bound South Bound East Bound West Bound Movement, L T R L T R L T R L T R ------------1 ---------------1 I ---------------1I---------------11---------------I Control, Stop Sign Stop Sign Uncontrolled Uncontrolled Rights, Include Include Include Include Lanes, O O l! O O O O l! O O 1 0 1 O 1 1 0 O 1 0 ------------1 ---------------1 I ---------------1I---------------11---------------1 Volume Module, Base Vol, 0 0 0 0 0 0 0 0 0 a 0 0 Growth Adj, 1. 00 1. 00 1.00 1. 00 1. 00 1.00 l. 00 1. 00 1. 00 1. 00 1. 00 1.00 Initial Bse; 0 0 0 0 0 0 0 0 0 0 0 0 Added Vol, 61 3 31 29 4 llO 173 0 92 43 0 46 PasserByVol, 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut, 61 3 31 29 4 llO 173 0 92 43 0 46 User Adj, 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 PHF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 PHF Volume, 61 3 31 29 4 llO 173 0 92 43 0 46 Reduct Vol, 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol., 61 3 31 29 4 110 173 0 92 43 0 46 Critical Gap Module, Critical Gp, 7.1 6.5 6.2 7.1 6.5 6.2 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim, 3.5 4.0 3.3 3.5 4.0 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx ------------1 ---------------1 I ---------------1I---------------11---------------1 Capacity Module, Cnflict Vol, 512 478 0 518 547 23 46 xxxx xxxxx 9 2 xxxx xxxxx Potent Cap., 476 489 900 471 447 1060 1575 xxxx xxxxx 1515 xxxx xxxxx Move Cap., 379 423 900 406 387 1060 1575 xxxx xxxxx 1515 xxxx xxxxx Volume/Cap, 0.16 0.01 0.03 0.07 0.01 0.10 0.11 xxxx xxxx 0.03 xxxx xxxx ------------1---------------1 I ---------------1I---------------11---------------1 Level Of Service Module, 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.4 xx.xx xxxxx 0.1 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.6 xxxx xxxxx 7.4 xxxx xxxxx LOS by Move: * * * * * * A A Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap. , xxxx 469 xxxxx xxxx 770 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue,xxxxx 0.7 xxxxx xxxxx 0.7 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 14.6 xxxxx xxxxx 10.7 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS, * B * * B * * * ApproachDel, 14.6 10.7 xxxxxx xxxxxx ApproachLOS, B B Note, Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 07/18/2007 13:47 wkday + proj PM Filename: WKDYEX-2.0UT Wed Jul 18, 2007 13:47:06 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Level Of Service Computation Report Pa9.e 35 Page 32-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #128 Carlsbad Blvd. / La Costa Ave. ******************************************************************************** Cycle ( sec) : Loss Time (sec) Optimal Cycle: 100 10 (Y+R=4. o sec) 58 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service: 0.753 xxxxxx C ******************************************************************************** Street Name: Carlsbad Blvd. La Costa Ave. Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------1 I ---------------1 Control: Protected Protected Protected Permitted Rights: Ignore Include Include Ignore Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: >> Count Date: 26 Jul 2006 << 5:00 PM TO 5:45 PM Base Vol: 0 698 251 285 511 0 0 0 0 239 0 231 Growth Adj: 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 Initial Bse: 0 698 251 285 511 0 0 0 0 239 0 231 Added Vol: 0 91 o 156 61 0 0 0 0 0 0 240 PasserByVol: 0 0 o 0 0 0 0 0 0 0 0 o Initial Fut: 0 789 251 441 572 0 0 0 o 239 0 471 User Adj: 1.00 1.00 o.oo 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 0,00 PHF Adj: 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.00 PHF Volume: o 897 0 501 650 o o o 0 272 0 o Reduct Vol: 0 o 0 0 0 o o o 0 0 0 o Reduced vol, o 897 o 501 650 o o o o 272 o o PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol.: O 897 o 501 650 o o o o 272 o o ------------1 ---------------II ---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final sat.: o 4000 1800 1800 4000 o o o o 1800 o 1800 ------------1 ---------------1I---------------11---------------1 I ---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.22 0.00 0.28 0.16 0.00 0.00 0.00 0.00 0.15 0.00 0.00 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:47 wkday + proj PM Filename: WKDYEX-2.0UT Wed Jul 18, 2007 13:47:06 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Level Of Service Computation Report Pa9.e 3 6 Page 33-1 2000 HCM Unsignalized Method (Future Volume Alternative) ***************************** Intersection #129 Vulcan/ La Costa Ave. Average Delay (sec/veh), 4.9 Worst Case Level Of Service: E[ 43.0] Street Name: Vulcan La Costa Ave. Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ---------------I 1---------------1I---------------11---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights, Include Include Include Include Lanes: o o 1! o o o o o o o o o o 1 o o 1 o o o ------------1 ---------------II ---------------1 I ---------------1 I ---------------1 Volume Module: >> Count Date: 25 Jul 2006 << 5:00 PM TO 5:45 PM Base vol: 50 o 103 o o o o 412 63 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 50 o 103 o o o o 412 63 Added Vol: 0 0 0 0 O 0 0 156 0 PasserByVol, o o o o o o o o o Initial Fut, 50 o 103 o o o o 568 63 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume, 52 o 106 o o o o 586 65 Reduct vol, o o o o o o o o o Final Vol.: 52 o 106 o o o 586 65 Critical Gap Module: 108 415 1. 00 1. 00 108 415 o 240 o o 108 655 1. 00 1. 00 0.97 0.97 111 675 0 0 111 675 0 1.00 o 0 o 0 1.00 0.97 0 0 o Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------1---------------11---------------1 l------------0 --I 1---------------1 Capacity Module: Cnflict Vol: 1516 xxxx 618 xxxx xxxx xxxxx xxxx xxxx xxxxx 651 xxxx xxxxx Potent Cap.: 133 xxxx 493 xxxx xxxx xxxxx xxxx xx.xx xxxxx 945 xxxx xxxxx Move Cap.: 120 xxxx 493 xxxx xxxx xxxxx xx.xx xxxx xxxxx 945 xxxx xxxxx Volume/Cap: 0.43 xxxx 0.22 xx.xx xxxx xxxx xxxx xxxx xxxx 0.12 xxxx xxxx ------------1---------------11---------------11---------------1 I ---------------1 Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 0.4 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.3 xxxx xxxxx LOS by Move: * * * * * * * * * A Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap. : xxxx 245 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue,xxxxx 4.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.4 xxxx xxxxx Shrd ConDel:xxxxx 43.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9 . 3 xxxx xxxxx Shared LOS: * E * * * * * * * A * ApproachDel: 43.0 xxxxxx xxxxxx xxxxxx ApproachLOS: E Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,47 Filename, WKDYEX-2.0UT Pag_e 37 wkday + proj PM Wed Jul 18, 2007 13,47,06 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Level Of Service Computation Report Page 34-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #130 I-5 SB Ramps/ La Costa Ave. ******************************************************************************** Cycle ( sec) , Loss Time (sec), Optimal Cycle, 100 Critical Vol. /Cap. (X), 10 (Y+R=4.0 sec) Average Delay (sec/veh) 41 Level Of Service, 0.618 xxxxxx B ******************************************************************************** Street Name, Approach, Movement: I-5 SB Ramps La Costa Ave. North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------11---------------1 I ---------------1 I ---------------1 Control, Protected Permitted Protected Protected Rights, Include Include Include Include Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, o o o o o 1 1 o o 1 o o 1 1 o 2 o 2 o o ------------1 ---------------II ---------------11---------------I I ---------------1 Volume Module, >> Count Date: 27 Jul 2006 << 4,00 PM TO 4,45 PM Base Vol, 0 0 0 486 8 218 0 544 82 457 437 0 Growth Adj, 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 Initial Bse, 0 0 0 486 8 218 0 544 82 457 437 0 Added Vol, 0 0 0 0 0 0 0 41 115 0 240 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut, 0 0 0 486 8 218 0 585 197 457 677 0 user Adj, 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 PHF Adj, 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume, 0 0 0 523 9 234 0 629 212 491 728 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 0 0 0 523 9 234 0 629 212 491 728 0 PCE Adj: 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 Final Vol., 0 0 0 523 9 234 0 629 212 491 728 0 ------------1---------------1I---------------11---------------1 I---------------I Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1 25 1.13 1.13 1.13 1.13 1.13 J..21 1.13 1.13 1.25 1.13 Lanes, o.oo 0.00 0.00 1.97 0.03 1.00 0.00 1.50 0.50 2.00 2.00 o.oo Final Sat., O O O 3542 58 1800 O 2893 907 3600 4000 O ------------1 ---------------1I---------------11---------------1 I ---------------1 Capacity Analysis Module, Vol/Sat, 0.00 0.00 0.00 0.15 0.15 0.13 0.00 0.22 0.23 0.14 0.18 0.00 Crit Moves, ******************************************************************************** Traffix 7.8 0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 07/18/2007 13,47 wkday + proj PM Filename, WKDYEx-2 OUT Wed Jul 18, 2007 13,47,06 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Level Of Service Computation Report Pag_e 3 8 Page 35-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #131 I-5 NB Ramps/ La Costa Ave. Cycle (sec), Loss Time (sec), Optimal Cycle, 100 10 (Y+R=4.0 sec) 40 Critical Vol./Cap. (X), Average Delay (sec/veh) Level Of Service: 0. 596 xxxxxx A Street Name: I-5 NB Ramps La Costa Ave. Approach, North Bound South Bound East Bound West Bound Movement, L T R L T R L T R L T R ------------1 ---------------1 I ---------------1 I---------------I 1---------------1 Control, Rights, Min. Green: Lanes: Split Phase Split Phase Protected Protected Include Include Include Include 7 10 10 7 10 10 7 10 10 7 10 10 0 1 0 0 2 0 0 0 0 0 1 0 2 0 0 0 0 3 0 1 ------------1---------------11---------------11---------------1 I ---------------1 Volume Module, :::>:::> Count Date: 27 Jul 2006 << 5,00 PM TO 5,45 PM Base Vol, 114 10 599 0 0 0 166 834 0 0 793 406 Growth Adj, 1. 00 1. 00 1.00 1.00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 Initial Bse: 114 10 599 0 0 0 166 834 0 0 793 406 Added Vol, 179 0 0 0 0 0 0 41 0 0 60 0 PasserByVol, 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut, 293 10 599 0 0 0 166 875 0 0 853 406 User Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 PHF Adj, 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 299 10 611 0 0 0 169 893 0 0 870 414 Reduct Vol, 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 299 10 611 0 0 0 169 893 0 0 870 414 PCE Adj: 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 MLF Adj, 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 Final Vol.: 299 10 611 0 0 0 169 893 0 0 870 414 ------------1---------------11---------------1 I ---------------1 I ---------------1 Saturation Flow Module, Sat/Lane, 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.13 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes, 0.97 0.03 2.00 0.00 0.00 o.oo 1.00 2.00 0.00 o.oo 3.00 1.00 Final Sat., 1741 59 3600 O O o 1800 4000 O o 6000 1800 ------------1---------------1I---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.17 0.17 0.17 0.00 0.00 0.00 0.09 0.22 0.00 0.00 0.15 0.23 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 07/18/2007 13,47 Filename: WKDYEX-2.0UT Pa.9:e 39 wkday + proj PM Wed Jul 18, 2007 13:47:06 Page 36-1 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Level Of Service Computation Report ICU l (Loss as Cycle Length %) Method (Future Volume 11.lternative) ******************************************************************************** Intersection ijl32 Piraeus/ La Costa Ave. ******************************************************************************** Cycle (sec) Loss Time (sec) Optimal Cycle: 100 10 (Y+R=4.0 sec) 37 Critical Vol. /Cap. (X) : Average Delay (sec/veh) Level Of Service: 0.544 xxxxxx A ******************************************************************************** Street Name: Piraeus La Costa Ave. Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------1 I ---------------1 I---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 o o o 1 o o o o o o o 1 1 o 1 o 4 o o ------------1---------------11---------------11---------------1 I ---------------1 Volume Module: >> Count Date: 25 Jul 2006 << 5:00 PM TO 5:45 PM Base Vol, 63 o 24 o o o o 1316 63 34 1187 o 1.00 Jwth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 63 o 24 o o o o 1315 63 34 1197 o o o o o o o o 41 o o 60 o o 1, o o o o o o o o o o o o 0 63 o 24 o o o o 1357 63 34 1247 o 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 1.00 o. 96 lume, 66 o 25 o o o o 1414 66 35 1299 o 66 Reduct vol: o o o o o o o o o o o o Reduced Vol: 66 o 25 o o o o 1414 66 35 1299 o PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final vol., 66 o 25 o o o o 1414 66 35 1299 o ------------1 ---------------1I---------------11---------------I I ---------------1 Saturation Flow Module, Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.19 1.13 1.13 1.25 1.13 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.91 0.09 1.00 4.00 0.00 Final Sat.: 1800 o 1800 O o o o 3640 160 1800 8000 o ------------1---------------11---------------1 I ---------------1 I ---------------1 Capacity Analysis Module, Vol/Sat: 0.04 0.00 0.01 0.00 0.00 0.00 0.00 0.39 0.41 0.02 0.16 0.00 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:47 Filename: WKDYEX-2.0UT Pa.9.e 40 wkday + proj PM Wed Jul 18, 2007 13:47:06 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Level Of Service Computation Report Page 37-1 ICU l(Loss as Cycle Length%) Method (Future Volume Alternative) ******************************************************************************** Intersection #133 El Camino Real/ La Costa Ave. ******************************************************************************** Cycle (sec) Loss Time (sec) Optimal Cycle, 100 10 (Y+R=4.0 sec) 51 Critical Vol./Cap. (X), Average Delay (sec/veh) Level Of Service, 0.708 xxxxxx C ******************************************************************************** Street Name: El Camino Real La Costa Ave. Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, 2 o 2 1 o 2 o 3 o 1 2 o 2 o 1 1 o 2 o 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: >> Count Date, 18 Jul 2006 << 5,15 PM TO 6:00 PM Base Vol: 231 1175 87 214 1065 432 572 570 219 116 350 189 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 231 1175 87 214 1065 432 572 570 Added vol, o o o o o o o 41 PasserByVol, o o Initial Fut: 231 1175 User Adj: 1.00 1.00 PHF Adj: 0.93 0.93 PHF Volume, 248 1263 Reduct Vol, o o o o o o 87 1.00 0.93 214 1065 1.00 1.00 0.93 0.93 432 1.00 0.93 94 230 1145 465 o o o o o 572 1.00 0.93 615 0 611 1.00 0.93 219 0 0 219 1.00 0.93 235 o 116 350 60 o o 116 410 1. 00 1. 00 0.93 0.93 125 441 o 0 189 0 0 189 1.00 0.93 203 o Reduced Vol: 248 1263 94 230 1145 465 615 657 235 125 441 203 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. 248 1263 94 230 1145 465 615 657 235 125 441 203 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment, 1 13 1.21 1.13 1.13 1.25 1.13 1.13 1.25 1.13 1.13 1.25 1.13 Lanes: 2.00 2.79 0.21 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat : 3600 5428 372 3600 6000 1800 3600 4000 1800 1800 4000 1800 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.07 0.23 0.25 0.06 0.19 0.26 0.17 0.16 0.13 0.07 0.11 0.11 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:47 Filename: WKDYEX-2.0UT Pag_e 41 wkday + proj PM Wed Jul 18, 2007 13:47:06 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Level Of Service Computation Report Page 38-1 ICU l(Loss as Cycle Length%} Method (Future Volume Alternative} ******************************************************************************** Intersection #134 Carlsbad Blvd/ Leucadia Ave ******************************************************************************** Cycle (sec}, Loss Time (sec}: 180 10 (Y+R-4.0 sec} 48 Critical Vol./Cap. (X}: Average Delay (sec/veh}: 0.637 xxxxxx B Optimal Cycle: Level Of Service, ******************************************************************************** Street Name: Carlsbad Blvd Leucadia Ave Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------1 I ---------------1 I ---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 2 0 1 1 0 1 1 O O O l! 0 0 1 0 O 1 0 ------------1---------------1I---------------11---------------11---------------1 Volume Module: >> Count Date: 25 Jul 2006 << 5:00 PM TO 5:45 PM Base Vol: 13 802 267 262 767 18 20 55 13 237 43 174 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 13 802 267 262 767 18 20 55 13 Added Vol: 0 60 O 20 41 O O O 0 PasserByVol: 0 0 0 Initial Fut, 13 862 267 User Adj: 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 PHF Volume: 14 907 281 Reduct Vol: 0 0 0 0 0 0 0 282 808 18 1.00 1.00 1..00 0.95 0.95 0.95 297 851 0 0 19 0 20 1.00 0.95 21 0 0 0 55 13 1.00 1.00 0.95 0.95 58 14 0 0 237 0 0 237 43 0 0 43 1. 00 1. 00 0.95 0.95 249 45 0 0 174 30 0 204 1.00 0.95 215 0 Reduced Vol: 14 907 281 297 851 19 21 58 14 249 45 215 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 14 907 281 297 851 19 21 58 14 249 45 215 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.13 1.25 1.13 1.13 1.19 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Lanes, 1.00 2.00 1.00 1.00 1.96 0.04 0.23 0.62 0.15 1.00 0.17 0.83 Final Sat.: 1800 4000 1800 1800 3722 78 409 1125 266 1800 313 1487 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.23 0.16 0.16 0.23 0.24 0.01 0.05 0.05 0.14 0.14 0.14 Crit Moves: ******************************************************************************** Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:47 wkday + proj PM Filename: WKDYEX-2.0UT Wed Jul 18, 2007 13:47:06 Ponto Vision Plan Wkday Existing+ Project Conditions PM Peak Hour Level Of Service Computation Report Pag_e 42 Page 39-1 2000 HCM Unsignalized Method (Future Volume Alternative} ************************************ Intersection #201 La Costa Avenue/Sheridan Road Average Delay (sec/veh): 1.0 Worst Case Level Of Service, C[ 20.2] Street Name: Sheridan Road La Costa Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------1 I ---------------1 I ---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 ------------1---------------11---------------11---------------11---------------1 Volume Module, Base Vol: 9 o Growth Adj: 1.00 1.00 Initial Bse: 9 o Added Vol: 0 0 PasserByVol: Initial Fut: User Adj: PHF Adj: PHF Volume: Reduct Vol: Final Vol.: 0 0 9 0 1.00 1.00 0.97 0.97 9 0 O 0 9 0 Critical Gap Module: 47 1.00 47 0 0 47 1.00 0.97 48 0 48 0 0 1.00 1.00 0 0 0 0 0 0 0 0 1.00 1.00 0.97 0.97 0 0 0 0 0 0 0 1.00 0 0 0 0 1.00 0.97 0 0 0 0 545 1.00 1.00 0 545 0 156 0 0 0 701 1. 00 1. 00 0.97 0.97 0 723 0 0 0 723 28 1.00 28 0 0 28 1.00 0.97 29 0 29 47 494 1.00 1.00 47 494 0 240 0 0 47 734 1. 00 1. 00 0.97 0.97 48 757 0 0 48 757 0 1.00 0 0 0 0 1.00 0.97 0 0 0 Critical Gp: 6.4 xxxx 6.2 xxxxx xx.xx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xx.xx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------1---------------11---------------11---------------11---------------1 Capacity Module, Cnflict Vol: 1591 xxxx Potent Cap.: 120 xxxx 737 xxxx xxxx xxxxx xxxx xxxx xxxxx 422 xx.xx xxxx xxxxx xxxx xxxx xxxxx 752 xxxx xxxxx 867 xxxx xxxxx Move Cap.: 114 xx.xx 422 xxxx xxxx xxxxx xxxx xxxx xxx.xx 867 xxxx xxx.xx. Volume/Cap: 0.08 xxxx 0.11 xxxx xxxx xxxx xxxx xx.xx xxxx 0.06 xxxx xxxx ------------1---------------11---------------11---------------1 I ---------------1 Level Of Service Module: 2Way95thQ: xxxx xx.xx xxxxx xx.xx xxxx xxxxx xxxx xxxx xxxxx 0 . 2 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.4 xxxx xxxxx LOS by Move: * * * * * * * * * A Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap. : xxxx 294 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xx.xx xxxx xxxxx SharedQueue,xxxxx 0.7 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0 . 2 xxxx xxxxx Shrd ConDel:xxxxx 20.2 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9 . 4 xxxx xxxxx Shared LOS: * C * * * * * * * A ApproachDel: 20.2 xxxxxx xxxxxx xxxxxx ApproachLOS: C Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE O?Ll.§12007 13:47 Filename: WKDYEX-2.0UT Pa9.e 43 APPENDIX E Near Term (2010) Cumulative Projects Background Data I I I I I I I I I I I I I I I I I Darnell & AssocIATEs, INc. TRANSPORTATION PLANNING & TRAFFIC ENGINEERING October 20, 2005 Mr. John Nabors Nabors Consulting Services 1591 Archer Road San Marcos, CA 92078 D&A Ref. No: 030409 Subject: Revised Parking Study for the Corn! Cove Subdivision, Located on the Southeast comer of Vulcan A venue and Ashbury Street in the City of Encinitas, California. Dear Mr. John Nabors: In response to City of Encinitas comments dated May 31, 2005, Darnell & Associates, Inc. (D&A) has revised our April 13, 2005 parking study for the Coral Cove Subdivision. The following letter report summarizes our study methodology, findings, and conclusions. ,1i, INTRODUCTION The Coral Cove project consists of a residential development located on 9.6 acres at the southeast comer of Vulcan Avenue and Ashbury Street in the City of Encinitas. The proposed project will consist of a 69- unit residential development, comprising of 39 single-family detached dwelling units and 30 single- family attached dwelling units. The project proposes to replace the 9.6-acre wholesale nurse~~tly occupying the site. Access to the proposed site will be provided via one point on Vulcan Avenue approximately 360 feet south of Ashbury Street. A vicinity map is provided on Figure l. The site plan of proposed Coral Cove is illustrated in Figure 2. The purpose of this study is to assess the existing on-street parking demand and inadequacies (if any) in the parking provided in the vicinity of Coral Cove subdivision. The study also assesses the off-street parking demand and supply for the multi-family/apartment complexes on the east side of Vulcan Avenue between Andrew A venue and Hillcrest. The study also addresses the impact of the proposed Coral Cove subdivision and implementation of North 101 Specific Plan on the on-street parking in the near term and future conditions. CITY PARKING CODE REQUIREMENTS The Coral Cove subdivision is designated as N-R8 in the North 101 Specific Plan (see the appendix to this report). The off-street parking requirement for this zone is per Chapter 30.54 of Title 30 of the Encinitas Municipal Code and is described in Table 1. Currently per the North 101 Specific Plan the N-R8 zone does not require additional parking strategies above that which is required by the Encinitas Municipal Code. 1446 FRONT STREET 0. SUITE 300 • SAN DIEGO, CA 92101 PHONE: 619-233-.9373 • FAX: 619-233-4034 E-mail: office@damell-assoc.com I' I I I I ,, I I I I I I I I I I I I I I ( \ / -- / -- / I ( \ ~ \- \ J Darnell & AssocIATEs. rNc. 030409AD 005-20-04 TMC -- LA COSTA AVf. -- / --------I \ ( --\ / -- / --------I \ -1 \ \ J \ J ~·~ "--/ ----~ /-,~ y \ ( \ \ ) / --- LEGEND • XX% -DISTRIBUTION PERCENTAGE --DIRECTION OF TRAVEL ~-PROJECT SITE FIGURE 5 PROJECT TRAFFIC DISTRIBUTION 8 I I I I I 1~ I I I I: I I 11 I; I I:_ I I I / I =::_ ( \ \ --- I ( \ ~ -Ji'" / \ \ I / ~ --- \ \ / / --....._ . 'y \ l ~ ./ ----- Darnell & AssocIArEs, rNc. . ' 030409A0 005-20-04 TMC - LA COSTA AVE -- / I ( -\ I -1 \ LEGEND --....._ \ / \ / XX/YY -AM/PM TURN VOLUMES • Z,ZZZ -AVERAGE DAILY _TRAFFIC --DIRECTION OF TRAVEL ~~ PROJECT SITE FIGURE 6 PROJECT RELATED TRAFFIC 10 , P.-?f JOB SHEET NO. OF ,,,----. ( CONSULTING CALCULATED BY DATE CHECKED BY DATE PLANNING ■ DESIGN • CONSTRUCTION B□0.479.3808 . www.RBF.COM SCALE (" -------···---..... C I I ' ' ' I II I I I I I I I I I Revised Traffic Impact Analysis Chevron Service Station No. 09-5664 Encinitas, California January 31, 2006 I. INTRODUCTION Chevron Products Company has proposed to rebuild an existing service station located at 540 La Costa Avenue, in the City of Encinitas, California. As part of the Final Mitigated Negative Declaration (MND), the City of Encinitas and the California Department of Transportation (Caltrans) expressed concern over discrepancies in the original Traffic Impact Analysis for the project prepared by Katz, Okitsu & Associates, and dated December 2002.1 In respor.ise, the project architect, RHL Design Group, Inc. (RHL), Anaheim, California, commissioned the firm of KHR Associates, Newport Beach, California, to prepare· a new traffic impact analysis, incorporating the most current development plan, while addressing comments and concerns of the City of Encinitas and Caltrans. II. PROJECT BACKGROUND The site of the subject service station, at 540 La Costa Avenue, is located on the northwest quadrant of the Interstate 5 (1-5)/La Costa Avenue interchange, in the City of Encinitas, County of San Diego, California (see Figure 1). · BatiquHos . Lagoon 'v..i. "'"""' "• 4~ -:0·· I» 0 :_;;; .0 ,,_ \ \ \ 0 "'. ~ "' . (D. ~ t ~ ro c ::i ~ 1 t i \ '€: ~\ ' \ F. \I. ~ < F. i 1 t ~ 1 ~,;. Figure 1 -Project Site -Chevron Service Station 09-5664 (Encinitas, California) 1 "La Costa Avenue Chevron Traffic Impact Analysis, Revised" December 2002, Katz, Okitsu & Associates -1- I I•' I I I I I I I I I I I I Traffic Impact Analysis Chevron Service Station No. 09-5664 (Encinitas, California) Prepared by KHR Associates January 31, 2006 The existing 56,230 square foot site features a 1,495 square foot automotive · service building with two service bays, and a canopy structure with five (5) multi~ product dispensers (MPDs), ·capable of fueling up to ten vehicles at a time,. The proposed ·project consists of demolishing the existing building and replacing it with a 2,945 square foot convenience store and a 3,676 square foot canopy with twelve fueling stations. Figure 2 illustrates the current site configuration, and Figure 3 illustrates the proposed site configuration. I > .· . l I --- __ .J ___ ,,... .. CJ1 en o'i 0 -n l -u j t '\~s;i~t:=:::=1~2:=~~~~~LJF'. ·~e5~: ~~u Figure 2 -Existing Chevron Service Station Site Plan -2- I I I I I I I I I. I I I I I I Traffic Impact Analysis Chevron Service Station No; 09-5664 (Encinitas, Calitomif!) Prepared by KHR Associates January 31, 2006 TABLE V (Cont.) Trip Generation Assumptions (Cont.) Pass~By Reduction of Trips for Existing Gasoline/Service Station Average A.M./P.M. Pass-By Trip Percentages: 58%/42% Pass~By Reduction of Trips for Proposed Service Station w/Convenience Mart Av~r~g~ A.MJP,M. Pa$s-13y Trip Percent?9e?: 6~%/~6% * Actual Counts Taken 9/20/05 Used for E)(isting Station Source: ITE "Trip Generation," 7111 Edition, 2003; ITE "Trip Generation Handbook," 2nd Edition, June 2004 TABLE VI Trip Generation Calculations Land Use Existing Service Station* Proposed Station w/Mart Net Increase/Decrease Units. 10VFP. 12VFP In 848 977 129 ADT Out 848 976 128 A.M. Peak Total In Out Total r696 74 -ns 14tr 1,953 61 60 121 257 ~13 -15 -28 Pass-By (Reduction) Trip Ends A.M. Pass-B}i Land Use Percentage ExistinEJ Service Statior-1" 58% Proposed Station w/Mart 62% Nei focreaseioecrease A.Ii/I. Peak ln Out Total 43 44 87 38 38 76 -5 -6 -11 r>.lili. Pass-sy Percentage 1 42% 56% ~ .. Primary (Cumulative} Trip. Ends Land Use Existing Service Station* Proposed Station w/Mart Net Increase/Decrease A.M. Prima,y Percentage 42% 38% Note: all Trip Ends Rounded to Nearest Whole Unit A.M. Peak In Out Total 31 32 63 23 22 45 -8 -10 -18 P.M. Prima~ Percentage 58% 44% • Actual Counts Taken 9/20/05 Used for Existing Station A.M. Peak & P.M. Peak Hour Counts 1) Weekday trip pass-by reduction percentage, per ITE "Trip Generation Handbook," June 2004. 2) Weekday trip primary percentage .i difference between pass,by and total trips generated. P:M. Peak In Out Total 4"8 51· ··g9· 80 81 161 32 30 62 P.M. Peak In Out Total 20 22 42 45 45 90 25 23 48 P.M. Peak !n Out Total 28 30 58 35 36 71 7 6 13 . Source: ITE "Trip Generation," J'h Edition, 2003; ITE "Trip Generation Handbook," 2nd Edition, June 2004 The trip generation calculations in Table VI indicate that the proposed service station with convenience mart will generate 257 more daily trip ends than the existing service station. During the AM. peak hour, however, the proposed service station is projected to generate less traffic than the existing service station, with a net decrease of 28 trip ends (13 in, 15 out). This is due to the fact that, although the VFPs are increased by two, the trip generation rate is lower -16- 1. I I I I I I I I I I I I I I ,. I I Traffic Impact Analysis Chevron Service Station No. 09~5664 (Encinitas, California) Prepared by KHR Associates January 31, 2006 during the A.M. peak period for a service station with a convenience mart than a station without. The higher rate for a service station without a convenience mart is attributable to the. typical presence of automotive service bays (in lieu of a convenience mart), which_ when active, generate slightly more traffic than a convenience mart. During the P.M, peak hour, the proposed service station will generate 62 more trip ends (32 iri, 30 out) than the existing service station. When pass-by reductions are taken into consideration, the proposed service station with convenience mart will actually generate slightly less primary traffic during the AM. peak hour (-18 trip ends), and more primary traffic (+13 trip ends) during P.M. peak hours than the existing service station. This is attributable to the fact that the convenience mart will generate more of its traffic from pass-by traffic than a service station without a convenience mart. Trip Distribution/Trip Assignment : Since the amount of additional traffic projected to be-generated by the proposed project is very small, a simplified one step trip distribution/trip assignment procedyre WgS used to distribYte ;;i,nd ~ssign th~ n~wly g~rwr~t@g trnffig gntg th~ adjacent roadway system and through the intersection of La Costa Avenue and the t-5 iputhbouiid and northbound oh/off rainps_ The inbound ahct outbound -trip distribution/trip assignment assumptions are depicted in Figure 6. LI. COSTA AVENUE Figure 6 -Trip Distribution Assumptions PARK& RIDE The trip distribution/assignment assumptions include the following: ---10% 10%- • 30% Northbound Inbound -25% North on 1-5 and West on La Costa Avenue; 5% North on Highway 101 and East on La Costa Avenue u 45% Southbound Inbound -40% South on F-5 and West on La Costa Avenue; 5% South on Highway 101 and East on La Costa Avenue -17- PROJECT SITE ENCINITAS BEACH HOTEL -,,_ . \ ~ SHER I DAN RD -:::-______ .,,,,- -~~~-----------rr---:-====--,-~----- '::,._ /" ,, , < 1 NORTHERLY CURB LINE HELD ALONG ENVIRONMENTALLY SENSITIVE HABITAT. CENTERLINE PER ROAD SURVEY 1796 ,Vl "f'l :1.rni -,:_\OJ -I I __.--\fi1n I -~·~,,:,::, ~~ ·. o , I __..-----· z_ -~~~i \~ 1 I MODIFIED CENTERLINE PER CITY OF ENCINITAS POLICY MEMO DATED APRIL 14, 1992 CENTERLINE PER ROAD SURVEY 1796 MODIFIED CENTERLINE PER CITY OF ENCINITAS POL I CY MEMO DATED APRIL 14, 1992 LA COSTA AVE -. \ __ _ • ~1,,11 . I;'~~- ' l C4LTfl»l$ RW =----=-------l!..___---- SEA BREEZE CT ~ }-- Vl 0 u ~ -J SHERIDAN RD ~ RrcK~~rNEEIUNG CCMPA.W ~~~cfi"--f'"fj""J ~ . _ • • ~ RIGHT -0 F -WAY EXHIBIT !i\ ~ ~ -····--·-E± "'"·""'"'""' LA COST A AVE-HIGHWAY IG\ TO 1-5 r:!1 ( \ ( '--.. ( __ .; CONSULTING PLANNING ■ DESIGN ■ CONSTRUCTION B □□.479.3B □B • www.RBF.CDM JOB __________________ _ SHEET NO. ________ OF _______ _ CALCULATED BY ______ DATE _______ _ CHECKED BY ______ ~ DATE _______ _ SCALE _________________ _ rµ y J ~-~$ t OJ ' (_ CONSULTING PLANNING ■ DESIGN ■ CONSTRUCTION B00.479.380B O www.RBF.C□M I D 'l ~ /v"', it A-PT JO% JOB ___________________ _ SHEET NO. ________ OF ________ _ CALCULATED BY _______ DATE _______ _ CHECKED BY ________ DATE _______ _ SCALE ___________________ _ ......... ·--CJ -0) 0 -------•· / ✓---------- ... ::- / ---------/ a, "' ~OJECT] -49/65 \ 370 --18/&4 ISITE 1\' 4/5..) ..... 33/45-1' 1\ 34/46 -\ 1/1 -, - \-7/9 -, { . ~ ,, ____ ------------- 1350 LA COSTA AVENUE .,.../ 18/24- 15/21 ", 0 ~ ~ NOTE: -ADT's ·are shown midblock -iAM/PM Peak hour V(?lumes -ore _ 5 ~ ! '.:shown at the intersections fl.) l'• .... -...J N 0 0 C: 0 -,., ~.~ NO SCALE Ev.v1V1 i-~CtC; ~)o+J ~ c.,, CJ) 0 -~ : Ii~ 360 -13/17 7 PROJECT TRAFFIC VOLUMES AM/PM PEAK -ADT's -NS&llli. lJMIII& ilMllt""NS!illlMI <-.-. -(-_. -__ r-t--··-Eiiii!ITA'illili?TE'- APPENDIXF Near Term (2010) Post-Processing Worksheets AM #1 N/S Street: Avenida Encinas E/W Street: Palomar Airport Road AM Post- Post-Process Processed ed Turning. Turning Movement Minimum Moveme ;;o,,;. Existing I FUTURE Raw Turning Volumes 10% Adj. nt Gap 1C~::. WJO AOT Existing (2006) Future ADT (201 O) Movement Volumes Verify Growth Volume Refined Volumes Closure 10% Gap 91t;\Ntl~ \/;A~m,11~ <?:tt~~-~ NB 736 ~ta~ Left 340 NB 340 .-324 41 31 34 40% SB 482 ~-Thru 482 SB 482 -229 25 ~:t? b3. Enter '15200 Riaht Sum 822 ~i3 H'Y2 30% NB 158 NB 158 1-1~:lilR•e· ,q 9 ;11 1ti4 1,2 1~ Thru 70% SB 457 SB 457 58 64 8530 Right Sum 605 Enter Sum 614 ~3 :25 ~~SJ.ii w EB 542 39% EB 764 EB 764 r= 3~;BmiiJ•ifrr-,~I :~1 114 n-r WB 839 61% WB 715 WB 715 {:J,15 7f'J5 Sum 1381 Enter Sum 1479 ·!LllJ 'Vi~ AvJ!Jlfli!l.sl!lil/lif -EB 374 55% EB 490 EB 490 337 43 324 3€0 12,203 Thru •<;'.264 WB 306 45% WB 285 WB 285 290 32 269 n~ 15380 Ri ht •·• 269 Sum 680 Enter Sum 775 296 ,84 :J 16 PM N/S Street: Avenida Encinas E/W Street: PM Post• Post-Process Processed ed Turning Turning Movement Minimum Moveme 2030 • Existing I FUTURE Raw Turning Volumes 10% Adj. nt Gap 10%1 2030 AOT Existing (2006) PM Old Link Volumes Future ADT (2010) Movement Volumes Growth Volume Volumes Closure 10%Gap orowth Volumes iC ,,,,,, o·--· 480 51% NB Left 429 429 49 73 87 466 49% SB Thru 924 924 65 131 145 ~ Enter Right 1353 364 404 ia" ' : ''!Id 0 532 62% NB Left 456 NB 456 57 35:2 391 321 38% SB Thru 363 SB 363 37 95 105 ~ Enter Right Sum 819 226 251 I , •. ti). ~ 0 1004 49% EB Left 1382 EB 1382 107 66 76 1029 51% WB Thru 877 WB 877 108 321 357 ~ Enter Right 31 34 fit' bad w-·· --ro () 354 38% EB Left 464 EB 41 248 276 576 62% WB Thru 548 WB 548 78 5'18 576 ~ Enter Right Sum 1012 282 313 -138.4956 AM #2 N/S Street: 1-5 SB Ramps E/W Street: Palomar Airport Road AM Post• Past- Processed Processed Turning Minimum Turning , ,,,,, Existing I FUTURE Raw Turning Movement Adj. Movement Gap 10% Gap •r·,::,,'' l\}.'..(1 AOT Existing (2006) AM Old Link Volumes Future ADT (2010) Movement Volumes Volumes I Closure :il,,Hllt?':<J ~ llfi'?&!!!>~cru!l!!•N:ot '~~~~ Left 0 NB 312 21% NB 190 287 157 351 \I Thru . 1 SB 1203 79% SB 734 577 131 17780 Right 0 Sum -ms Enter Sum I G (> ~§_o,tiJ!l,&;oJJJll1 RS!tot~ ~.!2uw,~J.tro· i ~ Left 906 NB 1 1% NB 0 NB 0 0 0 0 G;> it.112 Thru ·o SB 96 99% SB Thru 126 SB 126 12 n 297 __ 9_7_ Enter Riqhl Sum 126 7'.•0 322 62% EB 1286 ,. Q.B Left I 1195 r 1195 ,--~z~--~~~!l-1641 :1 0 48,294 Thru 490 38% WB 7981!lll1i~2-Thru 798 WB 798 7'::j oU9 33010 Right 96 Sum ~ Enter "44500 lil!!l.!!126!!i!ll Riqht Sum 1993 123 il~ 137 ~ •Vio'.fofliil ~! I · Left 0 . EB 586 41% EB 768 -Pll'mi Left 768 rB 768 761 ;) I/ 12,203 Thru 555 WB 852 59% WB 1117 !l!ffl5:li1-Thru 693 WB 693 gq 1012 "7438 119 24970 Right 311 Sum Enter 16000 i1Ji!i28_Za Right Sum 1461 -~a·1 }90 PM NIS Street: I-5-SB Ramps · E/W Street: Palomar Airport Road:,;;•/••· ,:,·"•PM Post• Post• Processed Processed Turning Turning I 20JO Existing I FUTURE RawTuming Movement Movement 10'.·, ,030 ADT Existing (2006) PM Old Link Volumes Future ADT (2010) Movement Volumes Volumes Verify Vim 10% Gap growth \/(•!U!T\05 ·~N,ot~ ~-No Le«j · o ', INB 1054 59% NB Left 971 NB 971 578 122 0 0 · 0 ·· , · SB 724 41% SB Thru 442 SB 442 360 80 G /) ---:ma Enter Sum 1413 0 I) S'"' 0 0% NB 0 NB 0 0 0 542 002 100% SB 328 SB 328 27 0 0 Sum ---m---Enter ';:Wir,f/737j Right 223 248 Eas 'o 0 0 40% EB Left 1342 178 0 G 48~ Thru!• •·76t •••!WB 1976 60% WB Thru 1821 WB 234 1372 1524 Sum 3162 258 287 0 --~ 0 1011 48% EB 1326 0,8 Left I 1326 IEB 1326 147 0 0 • 12,2@ Thrul · 922 · IWB 1083 52% WB 1420&85!1B Thru 948 WB 948 133 1219 1354 Ri~ht 1054 Sum ~ Enter ,,,,, ,16000 ~97,1!'f:,ljj' Right Sum 2273 1426 1584 AM #3 N/S Street: 1-5 NB Ramps E/W Street: Palomar Airport Road AM Post• Post• Processed Turning 2030 · Existing I Movement 10% Adj. Movement Gap 10% ?O;J;) ADT Existing (2006) AM Old Link Volumes Future ADT (2010 Growlh Volume Closure 10% Gap qrowlt1 \iolu11·,t:·• ~i:thb.~.~N!e>t•m~~~ . Lefl 205, NB 552 100o/o NB '239 70 207 i3fl 11,900 Thru 0 SB 1 0% SB -1 0 0 0 12780 Righi Sum 684 '1297,8 1-t42 ~tl.1!2!!al-~ Lefl 1238 NB 1238 I ~--;t""-~1 ___ s.,3i=3·',·.w~i:l;oJfg~~-;~ 16~1 0 16,100 Thru 1 0% SB 1 SB 1 (I !J 7380 Right 0 Sum -----:raoo-Enter Sum 1239 0 ~ !ffil!l.Oliillll! 0 ~l;!!!!!.qQLid ,;r.iE!'i'<if!11ijl ~~~-.. fil2!l Left 83 EB 2749 71% EB 2328 EB 2328 ,--~5~ ,,,126 1um!!;1J~ · 291 140,4 l'.,O 52,208! Thru 1355 · WB 1097 29% WB 1418 WB 1418 139 1791 1i:l90 ---~ 1491?2wt011;4t~~• 1388 0 ,, 0 ll 48,294 Thru~62~ WB 833 37% WB 768 ~8012!ilit/ Thru 971 WB 971 I 691I~I-8j~,-.1p3~~ ~.63 1067,4 11in; 38610 Right 469 '" Sum 2271 Enter 44500 ~/106~ Right Sum 2296 516 •30 · • '576 626,4 696 PM N/S Street: 1-5 NB Ra~s E/W Street: Palomar'Air~rt Road ; :._-,;•., ~--. PM Post• Minimum 2030 - FUTURE Raw Turning 10% Adj. Gap 10% 2030 Growlh Volume Closure 10% Gap growth Voll1;rH)::. . 395 147 90,9 101 0 -1 0 0 0 Sum 543,6 604 ~rota~- 100% 571 NB 571 716 145 72 0 ti 0% 1 SB 1 0 0 0 0 0 191 331,2 368 63% WB Thru 3823 320 1701.9 1891 Sum 5311 0 0 ~,Lot~~~,;.~ 1214 EB 1214 159 0 0 48~ 2020 61% WB Thru 2556 WB 2556 213 2025 2250 Right 3338 Enter Righi Sum 3771 1287 1430 253.5167 AM #4 N/S Street: Paseo Del Norte E/W Street: Palomar Airport Road AM Post• Post- Processed Turning I c'.i?.•; - Existing I FUTURE Raw Turning Movement Adj. Gap 10% .~o:o ADT Existing (2006) AM· Old link Volumes Future ADT (2010) Movement Volumes VI mes Verify Closure 10% Gap pr,w.iH, Vr>i'.dll(:', !~.1!.!i!2!1.~t-i:ot~!P~"'o/.-!if~~ Leftl •-202 · INB 665 67% NB 1001 NB 1001 '500 77 ,!n 2'..hl Thru 133 ·, SB 334 33% SB Thru 636 SB 636 -290 35 :?H(l ,$I~ ~ Enter Sum 1637 2.:rr iG3 ti_lj" il 1076 §Jmj 478 62% NB NB 1076 739 -337 74 \<13 \!j.,t ~ Thru -61-SB 294 38% SB Thru 425 SB 425 33 lj.1) 1 Right 107 Sum ~ Enter Riqht Sum 1502 rn-1 112 "".1!.M. i!/1Elfof;((~ ~~~~ Left 328. EB 2510 70% EB Left 3714 EB 3714 361 2631 198 ne 52,208 Thru · 2201 WB 1061 30% WB 1264 WB 2421 ?0$3 13"l4 44210 Right 153 Sum ~ Enter Sum 168 118 15:l 170 ~~\!!jg ~ Left 71% EB EB -~88 266 95 1()5 48~294 Thru 1086 29% WB Thru 1584 WB 855 120 870 867 44810 Right 204 Sum ~ Enter Rig_ht Sum 5333 224 212 1:1i; PM N/S Street: Paseo Del Norte ·-··• E/W Street: Palomar Ai ort Road PM Post-Post- Processed Turning Minimum 2'.lJO • Existing I FUTURE Raw Turning Movement 10% Adj. Gap 10% 2030 ADT Existing (2006) PM Old link Volumes Future ADT (2010 Movement Volumes Volumes Verif Growth Volume Closure 10%Gap \Jl(lWth VUIWnt.lS i]a~q!p~ y 0 ... ~ NB 915 56% NB Left 1395 NB 1395 ·912 83 252 2.00 10,5@ Thru[ ~1.L ]sB 717 44% SB 1365 SB 1365 -515 85 134 14!i ~ Enter Sum 2760 119 132 682 §!pt,A: 54% NB 1536 NB 1536 620 ·916 62 211 234 575 46% SB 837 SB 837 103 323 359 ~ Enter Sum 2372 301 33,1 11-. I -~· 1629 37% EB 2547 EB 2547 --®l'l 161 296 ,29 52,2@ Thru[ _1__2_05 JWB 2792 63% WB 3326 WB 3326 ·370 296 1124 1249 ~ Enter Sum 5873 516 573 ii.il f ,ll 1797 39% EB 2512 EB 2512 204 WO 311 •. 48,2@ Thru[:tifil[JwB 2869 61% WB 3961 WB 3961 299 2282 2535 ~ Enter Riqht Sum 6472 206 229 AM #5 N/S Street:Armada Or. EN/ Street: Palorrar Airport Road AM Post-Post- Processed Processed Turning Minimum Turning I I LU .. iO · Existing I FUTURE Raw Turning I Movement 10% Adj. Movement Gap 1u0·-,1 ?OJU ADT Existing (2006) AM, Old Link Volumes Future ADT 120101 Movement Volumes Vnl11m,u: Verifv Growth Volume Refined vnhrm,Pc: Closure 10% Gap ~;1ovr!l1 V•.:.lume . .; -552 85 ,4 · 12 !SB 108 22% SB 322j~66fflj Thru I 322 jSB 322 I - 13! · -48 I · 18 . I 212 -110 1.3 2G Sum 848 46E182u1u1~•48Jm 51 57 ~~~-~ 544 NB 544 65 134 -410 'f3 iJU 95 221 SB 221 23 4tl 44 ----m-Enter 12300 ~,19Bf Righi Sum 764 \19 110 "ila c·; . ~s,,1,§puQ!!f ~ Qf ~"'Galp~ 2151 66% EB 2806 ~222a Left 2849 EB 2849 205 232 211 301 46,998 Thru . '2050• WB 1103 34% WB 1439 ~2#2i,'il,! Thru 1439 WB 2255 136 2165 2406 36800 Right ·121 s Sum ~ Enter 61300 mi,1;44~ Righi 133 12£ 140 a~stbJ@'le, nw,oi ~d@!D~~pp,!jJ!I Left · · 38'" EB 2357 71% EB 2808~01.'!'.!! Left 2808 259 9ti 10:> 52,208 Thru ; 882', WB 967 29% WB 1152 ~1,150~ Thru 1517 1517 117 1011 1123 36120 Ri hi · 183· Sum ----m;r-Enter 62200 ~23,9lill;I Right Sum 4325 330 367 PM N/S Street: Armada Dr. EN{ Street: Palorrar Ai ort Road"· PM Post• Post• Processed Processed Turning Minimum Turning 203(1 • Existing I FUTURE Raw Turning I Movement 10% Adj. Movement Gap 10% 2030 ADT Existing (2006) PM Old Link Volumes Future ADT 1201 Ol Movement Volumes v I m Verify Growth Volume Refined V lum Closure 10% Gap grov.ffh Voltmm~ ~ ~ -I -771 364 ~1;480~ i!.3!l.D ,362 -565 36 309 343 4,160j Thrul-9Fc jss 485 61% SB 1446 iillff5!)01ilsl Thru SB 1446 100 -406· · . 94 686 -760 69 U5 94 ----m-Enter 12400 m14~,1~ Right Sum 2216 284 l\'li?.t'l,16$ I.U2~~ 226 251 ~ogt!jltoong, mo~~~ 680 60% NB 3734 !lfllll59!l~ Left 3734 NB 3734 218 68 383 426 2,240j Thrul•~"53 ,··•Isa 451 40% SB 2476 D158ffl!l! Thru 662 SB 662 48 72 80 -----:rm-Enter , 12300 ~69Jlffl Right Sum 4396 319 354 ~R-·c:t, ·s ~ -.. 40.lMW'eiffMdaJ,Qf/ 1185 32% EB Left 2875 EB 2875 150 166 184 46~ Thru ~,~.,-729' jws 2495 68% WB Thru 3254 WB 3254 253 1010 1122 "7680 Sum 6130 137 152 ~i1fiftlffi~p~ 27% 1196 EB 1196 292 1223 27 122 257 285 ·52,2@) Thrui cc_2152r.dws 2717 73% Thru 5322 WB 5322 2367 . • ~~1m rulli2J1.li!llml Bt.aoD !il!.Sft 278 1~32 2147 Enter Ri.9.ht Sum 6518 86 ,.:;<':· "102,·-·,, 127 141 AM #6 NIS Street: Hidden Valley Rd ENI Street: Palomar.Ai rt AM Post• Post• Processed Processed Turning Minimum Turning (03(1. Existing I Movement 10% Adj. Movement 1!)J,,, i:G.W ADT Existing (2006) AM Old Link Volumes Future ADT (2010) Verify Growth Volume 10%Gap {j!OWlh Voiom'H ,i 92% NB 71 180 79 15 1~} 5 .. \ 2030 vols lower lhan ex1stln9 11 8% SB 15 2 ~ Enter .\~ if/ !tl' 44% NB -650 16 ') 10 56% SB 13 l ? Enter Sum 1:-1 rr ofll 64% EB 2899 EB '1;3,Q 236 61 68 1147 36% WB Thru 1420 WB 145 156 2803 31 I•\ ~ Enter Right 54 60 ~ ··tiru· 2126 66% EB Left 2773 EB -315 246 32 35 1115 34% WB Thru 1707 WB 02 156 !5~.6 1696 3241 Enter Ri ht Sum •lB 51 -1636.19 PM N/S Street: Hidden Valley Rd ENI Street: Palomar Airport" PM Post- Processed Minimum Turning I I I 20'.\Q. 10% Adj. Movement Gap 10% 10~m growth Volumes 117 41% NB Left 170 NB 170 9 77 ~5 165 59% SB Thru 99 SB 99 14 0 0 Enter Right Sum 269 !15 (i1 . uttiboiiiiij ~ 50% NB Left 906 NB 906 15 43 53 50% SB Thru 184 SB 184 20 4 4 Enter Right Sum 1089 s:; 72 1110 34% EB Left 1604 EB 1604 180 28 31 2186 68% WB Thru 2706 WB 2706 247 1723 1914 3296 Enter Right Sum 4310 166 184 0 f, 1196 34% EB Left EB 1560 192 28 31 2321 66% WB Thru 3313 WB 3313 259 2585 2872 ~ Enter Right sum 4873 23 25 AM #7 N/S Street: College Blvd EN/ Street: Palomar Airport Road AM Existing ADT AM Old Link Volumes '11l!ii\los~rp..Jml~ NB 1001 78% 12,287 Thrut--""'4"'8""2--tSB 281 22% 13420 Righi 215 Sum ~ 46,052 28850 PM Existing ADT ' .. ~!J!!i£\!ID! ilfil;S:'iofc, Jl!!9~- Left 70 NB 829 83% 82 SB 165 17% 67% Thru ,-1338 WB 810 33% Righi 51 Sum ~ ~t!>au,!ig ~Wiof~ §.~~ left Thru Ri.11_hl 32 EB 1883 65% 753 WB 1014 35% 25 Sum ~ NIS Street: Colle.9.e Blvd· .. Sum ~. Sum EB :1 1-578 IWB 108. · Sum 366 27% 976 73% ~ ~ 263 22% 911 78% --:m;r ffi 881 31% 1929 69% ~ ~ 1216 35% 2226 65% ~ Post• Post- Processed FUTURE Raw Turning Future ADT (2010) Movement Volumes ~gi;.!Jl!lS!Li\!!J NB .--~~;;; Left 1328 NB 1328 SB Thru 640 SB 640 I _ _ Enter "",."':,.iii._"' .. ~"';,; ,i,;,:;,;,"'i!,,=,;,;;';~='=====rli;;;;;..;;,,, ·••• ··- NB SB .....,.,,..,,:,i,.,,i,B~,;,;;,=3 286 Enter EB 1837 msM~¥al Left WB 917 .1656li!i! Enter 41!l00l\\lll!Ji6~ r.t,'u,.,_ EB 2331O3.6~ WB 1255 ~.852~ Enter 57000 ~1!2QJil!iii, Right !sum 3665 ·. ENI Street: Palomar Airport Road' PM Post• Processed Turning I Minimum Movement 10% V lumes Veri Growth m ~w~ 461 NB 461 1 ·· 151 2224 SB 2224 Sum 2685 J).(6~ 375 r 375 1516 SB 1516 Sum 1892 --~!! 1165 IEB 1165 2184 WB 2184 Sum 3348 Y.i,!~ 150nEB 1505 3146 WB 3146 Sum 4651 Post- Processed Turning Movement Y: -942 -190 -285 105 -1277.98 -243 -972 30 100 -1692.35 10% Gap 134 45 90 21 185 92 244 130 /(;.'.Vi 10% 9((h••t/l IO' ,l;>:5 2t,t2 ,I,' Hlj ::,71,; fJ5J 1574 so a5 823 ?'!!Ji) \t,)l>.l{?l(;:S 2Jt; c,ou ;:2,1 52. !S ~H s48 17()9 67 6'1 SH 41.) 4,1 103U · 10'1/,, 2030 10% Ga,e. I growtlt '.Johmu)s 157 17•1 137 152 123 ·IJ7 66 73 491 545 708 787 369 4!0 1049 1166 219 243 23•1 260 1654 1836 71 79 AM #8 N/S Street: Palomar Airport Road E/W Street: Camino Vida Roble AM Post-Post- Processed Processed Turning Minimum Turning Existing I FUTURE Raw Turning I Movement Adj. Movement Gap ADT Existin!l (2006) AM Old Link Volumes Future ADT (201 Ol Movement Volumes Closure 10% Gap l ~;i'\--.vt: 1 V{ll;Jl"'"l·:•.:· -3549 48 1..:.,., }')(! ~ Thru 103 SB 95 16% SB Thru -635 12 ~>, l!:j{: 0 Right 39 Sum ----m-Enter Right Sum 1391 n i qu ~q illl!Sl!Qf~ ~Jit~!l,~q,'?Ji' . ··U!Wfo;u~ ~ Left 31 NB 269 31% NB Left 562 NB 562 397 -165 40 ~':~ ti:) 21 SB 604 69% SB Thru 760 SB 760 69 3b U: Enter Right Sum 1323 '!.C 2~ ~~ 40% EB Left 1313 EB 1313 109 127 11:"," i•!') Thru 996 WB 1591 60% WB Thru 1684 WB 1684 135 1·1;J!) ·\2:iF Enter Sum 2997 ,i.)(i :'.::00 Wlo; 54% EB 1423 EB 1423 170 1,,, 173 1217 46% WB Thru 1716 WB 1716 1152 114 8IJD HB9 ~ Enter Right Sum 3138 336 15-q 17.,- PM N/S Street: Palomar Airport Road E/W Street: CaminoVidaRoble · •. PM Post- Processed Processed Turning Minimum Turning 2U3U · Existing I Movement 10% Movement Gap ·1□'}11 203() ADT Existing (2006) PM Old Link Volumes Future ADT (2010) Growth V Closure 10%Gap !}HJWth Voh11rnte) ,(!y. dRNfof ~.ff!l,~,me.t!l!J ~: Left 381 NB 78 17% NB 419 •502 12 3~B -142 15 SB 371 83% SB Thru 2949 2949 17 -2557 39 35 JS -----m--Enter Sum 3045 162 137 152 ) oad of 543 62% NB 1135 NB 1135 -557 58 124 138 335 38% SB 798 SB 798 41 99 110 ~ Enter Sum 1933 142 158 9!>le [q •~Wrt!!l'~'lW 1255 49% EB 2141 EB 2141 136 50 56 WB 1298 51% WB 1374 WB 1374 -234 114 1067 1185 ~ Enter Sum 3515 230 256 r 1198 41% EB Left I 1185 IEB. 1185 176 136 65 94 37,013! Thru[Jj6~]WB 1742 59% WB Thru 3608 WB 3608 -1;3~ 158 852 947 Sum "794i> Enter RiQht Sum 4793 44 -19 -4072.53 AM #9 N/S Street: El Camino Real EM Street: Palomar Airport Road AM Post• Post• Processed Processed Turning Minimum Turning Existing I FUTURE Raw Turning Movement Adj. Movement Gap 10% Gap I ADT Existing (2006) AM Old Link Volumes Future ADT (2010) Movement Voiumes V Closure J:\",'.', ~!':!Q.t!\!!lg~!l'ilnN!cif~~&\l!i!!i!ALCR~". ~J!g,rJ~ Left 102 NB 1826 57% NB 2606 -1301l;i Left -161 244 33,148 Thru 559 SB 1381 43% SB 1971 ,;j-,~7,14!'1l! Thru 1601 -370 160 I >f,h ,,, .. , 35570 Right 390. Sum ~ Enter 47300 :~A98~~ Right Sum 4360 ,:, I~, ~§.<i~!!J!l;,,o~ifili! lil!rS:;of~ flru~Alm<i®~iii . .~~~iY!/1~. §li!L~J; Left 441 , NB 1051 44% NB 1343 ~629,/i'J: Left NB 1343 1808 465 181 ;,,L; %1 ,:hru 677 S.B 1313 56% SB 1678 !;:jQ9,66i~: Thru 1804 SB 1804 133 (},1fi Right 263 Sum ~ Enter '39800 r~3Z~~ Right Sum 3147 ~:.>;_:: 524 ~~!!,gY,~ ~Ee:C!f:il>li t,~ lh.f!.:e" ·sm:ou · · •ar S"'~ Left 82· EB 1348 32% EB Left 1749 EB 1749 ~: 180 i'j,.1 /.j~ 50,4381 Thru 517 , WB 2909 68% WB Thru 3870 WB 3870 -995 287 ,~ \U ; u::rn 45430 Right 63 Sum ~ Enter Sum 5619 ·?:: -~02 fiil!\~.li..\liJs! ~W/of.11 !:~,~~~! W[~.,~~ Left 573 EB 662 30% EB 795 EB 795 170 97 ,tZ9 47/ 32,878 T.hru ·1151 WB 1516 70% WB Thru 2037 WB 2037 167 L~~t; 1360 36810 Right 1185 Sum -ms-Enter Right Sum 2832 Ji-I l 1090 -1379.1 PM N/S Street: El Camino Real EM Street: Palomar/>j · PM Post· Processed Turning Minimum ;;;J:,(I. Existing I Movement 10% Adj. Gap !0% 2U3U ADT Existing (2006) PM Old Link Volumes Future ADT (2010 Voum Growth Closure 10%Gap UHHNt!i Vuh.HTIP~ 1/illI~9tl~!!~i!.•~rot~' '1'/ · ru!!JA<?.lB!l~~ ""i ·~-= LeftooNB 1706 48% NB 2201 2201 -693 174 /$ 33,14SJ Thru · 716 •. SB ~ 52% SB Thru 2641 2641 -495 215 ~J2 92~1 I 3557 Enter Sum 4843 6/H l53 ·n;,,klo}Re' !of l!,?J 1262 46% NB 1613 NB 1613 899 1558 -55 156 ass 953 31,Ma] ThruL893 :Jsa 1469 54% SB Thru 2026 SB 2026 982 182 110'/ '1230 --mr-Enter Right Sum 3638 155 151 163 ~~olfd ··s .,ou 1=;:0-11:s;,i\'/,..~ 2518 55% EB 3350 -285j~ Left 3244 EB 3244 261 '·. . -3131 4:IQ 4£7 5b,438j ThruL 1250 _JWB 2025 45% WB 2694 :!li1.592m! Thru 2694 WB 2694 1375 16:16 1807 ~ Enter 67100 , Jlt8l!il~ RiAht Sum 5938 127 197 76 a4 1602 60% EB Left 1925 EB E~ 1925 65 -199 003 892 ·32~ Thru 811 · WB 1047 40% WB Thru 1401 WB 1401 ',·,i~E? 97 &JO 700 Righi 753 Sum 2649 Enter Right Sum 3326 517 574 AM #10 N/S Street: El Fuerte E/W Street: Palomar Airport Road AM Post· Post- Processed Processed Turning Minimum Turning I LOJ(l Existing I FUJURE Raw Turning Movement 10% Adj. Movement Gap j/)'V.., 20:.n ADT Existing (2006) AM Old Link Volumes Future ADT (2010) Movement Volumes Growth Volume Refined Volumes Closure 10% Gap wvwth Vof11,nr1-:t ~..9~<.!BN;of~t!i~~~ -~t!ol;Wbg1i1ili ~ ~ ~ Left 108 · NB 876 91% NB 1752 ~'.46.98~ Left 5210 119 ~~;~S!!l!li ~!m 1085 -667 108 J-t? 3~5 ~ Thru 98 SB 88 9% SB 176 :~4263~ Thru 176 176 108 -4,140 123· 161 -15 16 2~0 20{} 0 Right 54 Sum ~ Enter 11000 ~2349~ Rioht Sum 5386 , !28Qllii Q 10 rn P..§Ai!!!t!!Ell\i.g !¥.S\rof~ f',atii,~~olf •""'· Left 71 NB 260 72% NB Left I 11310 rs 11310 78 540 -10770 54 ~fi ·IQ!'. ~ Thru 3· SB 102 28% SB Thru 122 SB 122 10 19 21 3 Right · 14 Sum ~ Enter Right Sum 11432 C2 69 ill!M,~~,!i<.! 1!,!;EW6flm §!lf~if Left -607 EB 981 25% EB Left 3548 EB 3548 668 '~ijuJ 137 0-2:J 5-i . .\1 53,60~ 2937 75% WB Thru 3386 WB 3386 942 -240 315 1564 1738 42760 Right ~ Enter Right Sum 6934 20 22 if" west110,r· E!Jilehiil 1480 35% EB Left 1828 EB 1828 -10 182 Sil G4 50,438 Thru ·· 2806 65% WB Thru 7820 WB 7820 . ~~90 312 2!\6B 28~3 42050 Right ~ Enter Right Sum 9649 188: 3,4 4'1 ~ -16155.74 PM N/S Street: El Fuerte E/W Street: Palomar Airport Road PM Post-Post- Processed Processed Turning Minimum Turning 10:;o. Existing I FUTURE Raw Turning Movement 10% Adj. Movement Gap 1Qilio 2030 ADT Existing (2006) PM Old Link Volumes Future AOT (2010) Movement Volumes Volumes Verify Growth Volume Refined Closure 10% Gap urowth Vohirn~fi D.l'ioi!IJl!Piiildff~,ofililiE if.lie e ~ "U~"' l ,_ !l'~ Left . 35 ;·. NB 51 9% NB 102 B'.1523)11: Left 146 NB 146 36 14 46 5"1 5,woj Thru 2•. SB 492 91% SB 984 ~~7-Thru 984 SB 984 -257 73 10 44 Right 55·.'' Sum -m-Enter 11000 9239.~ll!:l Right Sum 1130 !00 111 ··!!!ms ;ljj,\S~:Ofiif¾ g1el:r11i!e ~ "lw! s "f Left 30.1:0 > NB 92 28% NB Left 4002 NB 4002 182 -3820 18 340 376 Thru . 52,;,. SB 240 72% SB Thru 350 SB 350 49 310 344 Right 0109·'·. Sum ~ Enter Right Sum 4352 181 201 "·.l!!ljt ii!!EWQf~ ~ i>acl cas ·-··-~HF,u~ Left 26;;:•· EB 2816 66% EB Left 6033 EB 6033 316 77 86 53~ Thru 1460 34% WB Thru 1683 WB 1683 169 2711 3012 ~ Enter Right Sum 257 286 o' 1 ·1,a • tboi:C ' '0 2528 63% EB Left 3123 EB 294 136 151 50.4381 Thru 1465 37% WB Thru 3264 WB 3264 175 1872 2080 Sum ~ Enter Ri ht Sum 6386 41 46 -14306.36 AM #11 N/S Street: Melrose E/W Street: Palomar Airport Road AM Post• Post• Processed Processed Turning Minimum Turning I I , ,•.,c, Existing I FUTURE Raw Turning Movement 10% Adj. Movement Gap ?030 ADT Existing (2006) AM Old Link Volumes Future ADT (201 OJ Movement Volumes Volumes Verify Growth Volume Refined Vnl11mPoe. Closure 10% Gao ·.pew\'' ',:1.,(U1)\0''S ~.119al/~N:of~!s,m~~~ ottlJ ·ouna•., ~~ Left 413 NB 2 50% NB 2791 M1223f'!" Left 2791 NB 2791 454 . 1654. -1137 165 ,) !Ii~ ,,,,J ~ Thru 2 SB 0 50% SB 1480 R103~ Thru 1480 SB 1480 2 721 -759 72 ; -L~ .J ·!HO•l Right 262 • Sum --2--Enter · 51500 'f{ll/j1;_7~ Right Sum 4271 288 tiJ'3 f~ll1.l.l!iS1!Jl.l.! . ,sYot<1:S1 !l,j~~ ... .. -SJ>" -~ Left 0 NB 677 65% NB 2005 a2.<1.1• Left 3031 3031 1956 -49 196 iVl Thru · 0 SB 359 35% SB 1063 !111128,1-Thru 590 SB 590 65 3B'.~ 4.;u{ Right 0 Sum ~ Enter 37000 _9_5_9. Right Sum 3621 ~ ?r, tAl;J iJl.!.\l~rie ~Et:Pfiil!I M.e..lt.ifi~• . -Ea~ ere Me!m 12f1 Left 0 .. EB 29% EB Left 2150 EB 2150 160 ''?3 Thru 949 WB 2898 71% WB Thru 3303 WB 3303 246 ll"JH()' lil}D Right 88 Sum ~ Enter Right 5453 ;T/ !91 '"~~~~J!.!1 !llill,Wfof\i!:l!i ~eli'.6 9 •. . " ifi'!Jl~ ' Me!j'~ Left• 271 EB 1037. 25% EB Left 1875 1875 298 1538 300 154 ~-2..> 2':'1V 53,603 Thru •.. 2627 WB 3040 75% WB Thru 4159 4159 2090 -ilffli 111u1.n1• Bzl.m ~18s!i 277 ! :;;:~ 1697 44250 Right 0 Sum -mr-Enter Ri hi Sum 6034 0 -900/·'. '.".".222i •; "l/~ :r:A5 PM N/S Street: Melrose E/W Street: Palomar Airport·Road ,·· PM Post• Post• Processed Processed Minimum Turning I :':,:,,,. Existing I 10% Adj. Movement HY'.-n :,w10 ADT Existing (2006) PM Old Link Volumes Future ADT (2010) Verify Growth VI me 10% Gap q1n•.vt:1 \,ofumns !i<>f ~~ ' #DIV/01 NB NB 2791 -835 83 I:)~ i1•l #DIV/01 SB SB 2610 -1314 130 :,;)y ~:d;) Enter Sum 5401 278 l'lti IS1 §[~ 39% NB NB 1831 -359 88 96 107 61% SB SB 1514 154 131"1 1,157 036 773 64% EB 2129 !,,~,62!11,! Left 4781 205 317 3U!'l 36% WB 1224 11!3,0lc6~ Thru 1801 627 185 1257 1397 Enter "-Yc:41200 &~7,6:!'lilJ) Right Sum 6582 227 252 ~;tbRl!li'pl ~ 67% EB Left 5079 EB 5079 380 2319 -1132 232 '507 563 33% WB Thru 2235 WB 2235 1409 ~l?..QB B1i!!ill iiffil§'---~QQ 193 116} 1291 Enter Right Sum 7314 o ,':. ~515c;,, '"'"'':623sf', 64-71 -3302.1 AM #11 N/S Street: Melrose E/W Street: Palomar Airport Road AM BASED ON SERIES 9 to 10 VOLUMES • Post-I I I \ I Post- Processed Turning FUTURE Raw Turning Movement 2020 ADTI Existing (2006) AM Old Link Volumes Future ADT (2010) Movement Volumes Volumes Verify l~9~r.llJ!i'.Au.ru!BN1of~i?.,qg~~ ~!l!iWb'.quriil! -Wo~~~I LeftFl-· · NB O #DIV/0! NB #DIV/DI I_#-Ql\l/-lll-11!1 Left #DIV/01 NB #OIV/0! L - Thru · SB O #DIV/0! SB #OIV/0! l:#01\1'/(!lil Thru #DIV/01 SB #DIV/01 r DI RiQht · · Sum O Enter I 51500 j/#,Dl\l/011I Right Sum #DIV/0! I - 0 #DIV/01 NB 0 #DIV/01 SB -0-Enter 0 #DIV/0! EB 0 #DIV/0! WB -JI-Enter 0 #DIV/0! EB 53,603 WB 0 #DIV/0! WB 0 Sum 0 Enter PM N/S Street: Melrose 2020 ADT RIAL __ #DIV/0! NB #OIV/01 SB Enter -#DIV/0! NB #DIV/0! SB Enter --#DIV/01 EB #DIV/01 iii _ -~q,. ~ .~ =~I #DIV/0! i!li'ftDJ\l'JJl)f! #DIV/0! l!#,Dlli'/_O !I ,_37000 ~CUWO!I '.it #DIV/0! 'lillDM0,J #DIV/Of ill#CllWl!l~i 41200 !!ll#OIYlQ\l\l ·--we=- #DIV/01 !il#CIJY/OIJ, Left #DIV/0! !l[#_[)IY/Olj Thru 64000 ~#DIV/0I1)1 Right E/W Street: ~!Ii #DIV/0! l'#.Ql\1/0II Thru -· 51500 1:/lDIV#!!i Right iSit!iffili<i(!nJ' Left Thru Right )mg_ Left #DIV/01 INB #DIV/0! I · 1 #DIV/0I SB #DIV/01 0 Sum #DIV/0I · - §3i~~~, #Dlvtoi IEB #OIV/01 #DIV/01 WB #DIV/01 #DIV/0I #DIV/0I #DIV/Ol #DIV/0! #DIV/0I #DIV/0I SB Sum INS SB Sum E'o IEB WB #DIV/0! §!l§se1t #DIV/0! #DIV/0! #DIV/0I PM Verify ~ #DIV/0! #DIV/01 #DIV/0I #DIV/01 #DIV/0I ~am Minimum 10% Growth 0 0 Post- Processed #DIV/01 #DIV/01 WB Thru Ri.9.ht #DIV/0I #DIV/01 IEB WB #DIV/0! I #DIV/0! or I II.I!-#DIV/01 o -=i&~l:l'.li!lltt.Pl.YZIDI Enter #DIV/0I Gap Closure 110% Gae_ #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/DI #DIV/DI :tQllljl #DIV/0! Closure 10% Gap -#DIV/01-'-#DIV/0! #DIV/01 #DIV/01 #OIV/0! #DIV/01 #DIV/01 #DIV/01 AM #12 N/S Street. Carlsbad Blvd E/W Street: Island Way AM Post• Post- Processed Processed Turning Minimum Turning I )d:u) , Existing I FUTURE RawTuming Movement 10% Adj. Movement Gap 10',, ,.J,lO AOT Existing (2006) AM Old Link Volumes Future ADT (2010) Movement Volumes Volumes Verify Growth Volume Refined Volume Closure 10% Gap 9'''-<i.n ·1«L.,u,,,,- ™hbo,unl!•N:of~Jw~~~ ~ ~~.otttlli,ql/m; -tlief 1\liialfcl'W -. !!W.lil Left O NB 357 31% NB 517 !'/w.,lii,iO left 404 NB 404 1----..:.. 414 -103 41 'J 14,220 Thru 347 SB 801 69% SB 1160 l!!ili!,394. Thru 1160 SB 1160 1004 -156 100 4:::1, ,1·1 16370 Right 15 Sum ---:r-fss Enter 20600 •t7,R~ Right Sum 1565 1-l 1 ,, a§!jf!thbi?ll!!1! ms:l'<>fm ~J!1!!!l~B . = Soutlifill,um ~ Left 29 NB 362 32% NB 411 t•42!Jii."1i Left 411 NB 411 ~ -32--.• -■• 409 !~2 -----411 ·,6 .,n Thru 772 SB ~ 68% SB 893 .1M.8~ Thru 1132 SB 1132 849 _ W , 98 !O•i? 1 b~ Right O Sum 1148 Enter 20600 ~~-Right Sum 1544 O --iiiili<J.. (] O lj~hg 6EI((j~ 9~!/£4 Left o EB 45 65% EB i,,;;;:~i'E,i:I Left 60 EB 60 I o·· -· '•· 1 · 011-· -1-~1 51 !.1 _ jJ Thru 1 WB __ 2_4_ 35% WB ---,+;-,=,a,.,,.,,.;i Thru 24 WB 24 1=lwp_; 3~ 12 4 o c\ 1250l Right O Sum 69 Enter Right Sum 84 O-illll!ll11ll!l'IL O 0 ~tJi,l!,~ ~Wzota' ~ru!l.!!!i!d . estti~ ~~~! left 14 EB 1 100% EB l=:m:i:I Left 1 EB 1 15 0 -1 0 1ii rn Thru O WB O 0% WB r-,,-..,,.~fl'Si==:lffi! Thru O WB O O . 0 0 0 o 870 Right 10 Sum --1--Enter Right Sum 1 11 · 23 2ti -152.452 PM N/S Street: Carlsbad Blvd ·. E/W Street: lsland'Way. PM Post-Post• Processed Processed Turning Turning 2030 • ExlStlng I Movement Adj, Movement 10% :t•n'J ADT Existing (2006) PM Old Lin\\ Volumes Future ADT (2010) Ven V I m 10% Gap grnwtl1 Volmni,s 8 . . ~l§li'lfgi; a'" 836 51% NB 1211 -ODlll/ NB 948 1---~..:.. · ·147 106 0 tJ '14,2201 Thrui 822 Isa 801 49% SB 1160 ms34!Affi Thru SB 1160 98 126 1127 1252 Sum 2108 24 27 ~ 53% NB """"""""""'" 957 NB 957 1--..,,.;,;.,.:; 1077 120 108 75 3l 761 47% SB ..,......,,,=..+,,,;,,,......,""""'1 1091 SB 1091 121 1211 1:M5 ~ Enter Sum 2047 0 O 0 ft' , ggt ~--~ }}s ~~: :er .,... _ __,. 1 ;: ~~ :3i I ~---~~l 1~1 ~ ~ Wlo ~ ,TI Thrul, o , I~~ --~-- 1 ~~: ~~er ,.........,._,.,. ~ [~ ~ ~1 ==-~:~~-1.,1.,1_'41 •. _l''.'l'.IJl,£:l,:::'- 1 0111-.·'··-:l:lllllll!!li\ll:~o[:_:11:~:,==-~-~~. -===1=:gj~ 1i 1I AM #13 N/S Street: Carlsbad Blvd Em Street: Breakwater AM Post• Post- Processed Processed Turning I ;>(;.;,; FUTURE Raw Turning Movement Adj. Gap ieio,,, 20-~0 Movement Volumes Volumes Verify Closure 10% Gap ff1<)w~h Voh.un:•:•, ~fili!!Jjji!!.{ 393 NB 393 -29 38 IJ fi 783 68% 889 SB 889 43 93 J)b .J9(, ~ Enter Sum 1283 Hi. !G ~ §1<m 364 32% NB 402 NB 402 I 13~-AU---I -2~ ~~1 0 Hl:ri Thru 791 68% SB 876 SB 876 j(;.J 1003 16850 Right Sum ~ Enter Sum 1278 84~--G 1) I•:, 51>1; 21 44% EB 23 EB 23 I ~:-,,,1,Jllllf ~•1~~1 :1 u i) Thru 1 WB 27 56% WB 0 WB 0 () 0 Right 0 Sum __ 4_8_ Enter Sum 24 0 IJ i~ awrotllll £!r,~di Jyd ~~ Left -20 EB 1 100% EB 1 EB 1 22 0 :~ i~ 31 Thru 0 WB 0 0% WB 0 WB 0 0 0 0 0 3901 Right 7 Sum --1--Enter Sum 1 21 23 PM N/S Street: Ca~sbad Blvd ' . Em Street: Breakwater· PM Post• Post• Processed Processed Minimum Turning I 2030. Existing I Movement Gap HJ'% 2030 ADT Existing (2006) PM Old Link Volumes Future ADT (2010) Closure 10% Gap growth Volwnos ~J~!aJ!d!f!J&d NB 905 53% NB -20 101 0 0 18,1341 Thru 897' SB 789 47% SB 144 104 101Y 1'199 Right' 8 " ' Sum ~ Enter Sum 44 49 l\11§ciilt[lbqijh~ il/lSmif.ffli ~badlB" ii! Left '.30' NB 905 54% NB Left 1000 NB 102 22 24 18,64tJ Thru ""•759 SB 780 46% SB Thru 862 SB 104 1021 1134 Q, Sum ----:rm-Enter Right Sum 0 0 e s ••H•/00 1:lT %• " C 39 57% EB Left 44 EB 6 0 () WB 29 43% WB Thru 0 WB 5 0 0 Sum __ 6_8_ Enter Right Sum 0 0 tea · w··· <fu 0 EB 1 100% EB ~1==1 Left 1 EB 0 38 42 ~WB 0 0% WB Thru 0 WB 0 0 0 Sum --1--Enter r 1-0-RiQht Sum 19 21 AM #14 N/S Street: Cartsbad Blvd. E/W Street: Poinsettia Lane AM Post• Post- Processed Processed Turning Minimum Turning l ,o3o Existing I FUTURE Raw Turning Movement 10% Adj. Movement Gap 1'J% :,,;},, ADT Existing (2006) AM Old Link Volumes Future ADT /2010) Movement Volumes Volumes Veri Growth Volume Closure 10% Gap \J'OWtP V,.,ic.,,w,, ~9lthli6~ ~~ Left 574 NB 574 t----,-1 424 97 3 985 67% SB r---::-i-,,:,:ii=":":-::=,i,1 Thru 1115 SB 1115 424 963 -152 96 i!l•l.1 , 1 r,,, ~ Enter Right 1689 102 1,2 1fi) l~ . hbob~ L~m: 479 30% NB i;;;::""",.,.;;.ai Left . 579 142 979 400 98 37 10g 1120 70% SB r---==:,,et,;,;;,;,;,,,,,,,,,:,t 1271 1271 111 H2 (17.,J ~ Enter Sum 1850 14 iS ! . ~~--El" -~·•,P1i,yd: 245 .41% EB 281 EB '2ei-''I 19-~-~-~1 241 7 JI 354 59% WB .--...---,f.;;;;..,:..,,;..,,-1 409 WB 409 • 25 ~~~-364 -I -451 36 iJ 1(, Enter Sum 690 24 ~-~ Thru 4 · · WB 34 35% WB 39 WB 39 4 R'.e5Jffll ~---~2 2 0 r, 65% EB """"""'"""",:-1 62 EB 62 I 298~··· · ·· · -~·-38 I •241 41 2-1,i ns 40401 Right 79. Sum __ 9_6__ Enter r----rt::::::;m::I Sum 101 87~9~ 106 1H< PM N/S Street: Carlsbad Blvd, E/W Street: ·i>oinsettiatime'·' PM Post• Post• Processed Turning Minimum 2030 · Existing I Movement 10% Gap •u~, 20:w ADT Existing (2006) PM Future ADT (2010) Verify Growth Closure 10% Gap grnwll1 Volttrn'-s ~~N,<i.f. ' 1\1 M Left 12 864 57% NB NB 1032 1---,..,,.+"' -72 91 10 11 18~ 669· -658 43% SB ,......,..,,.,,;,.,;.;;,..;;,;;,;~5-1 SB 745 382 113 730 an 182-·-Sum ~ Enter Sum 1776 351 39c1 s~~• ,cagsball,\BN,il,_ 863 57% NB """;;,;,,;""",t 1044 NB t----,-,cc 1061 17 106 154 171 18~ 653 43% SB .--.--,-,-,--f.,.....,,.,,,;;;;;..i 740 SB ---=,,.,...-+--= 128 1283 1426 ~ Enter Sum 45 50 1:ffje OU 0 363 50% EB left 422 EB ,____ 1-g~l-511 2 2 9~092_1 Thrul''fh23 :: IWB ~ 50% WB ..,...,,..,....,;~ Thru 416 WB --=,,,...-+---=-518 102 52 17 19 Sum 723 Enter Right Sum 838 12 13 ~l!!5etl~ 'oJ!!i!.! ~ EB 62 50% EB l!E=:=:i::t left 62 62 i==J1~9~811J.lllll"lll::~44~=f::~-1~8f==~4, 442 491 WB 63 50% WB Thru 72 72 2 ~~ mJ>Di ll!lt!-~ 6 O o Sum ~ Enter .---.,-;;.,.t2 !:i,S;;,t Right 134 196 -35,_._._. <,,:170,,. 147 163 AM #15 N/S Street: Avenida Encinas E/W Street: Poinsettia Lane AM Post-Post• Processed Processed Turning Minimum I ,'(;J,: Existing I Movement 10% Gap 1 v;;:i, ADT Existing (2006) AM Old Link Volumes Growth Closure 10% Gap f,Jr</wt:, ~l,1,!;t\l!l,9J;{~ll::lli,NfcifD~9li!!,~llia' r e Left 29 NB 211 .•64 34 H rn Thru 31 SB 204 Thru SB 395 -177 22 1{Hi 1-:g Right 241 Sum ~ Enter Right Sum 678 HJ·•· ') i~ 1{m\?!!!JJMUtiJ! !l!ll .. ~fil!ll R,9.!!ts" Illa'" e h~ §le Left 115 • NB 301 44% NB Left 342 NB 342 127 552 210 55 f 1b -:29 Thru 59 SB 388 56% SB Thru 564 SB 564 39 :;~ {i!, 10430 Right 30 Sum ----m-Enter Sum 905 :10 :::.~ ~~~tl/lil! !nE!l:Pfillll ~Jg 1Ei\c1'" ,, §cif -Left 13 · E.B 454 40% EB 610 EB 610 I 1~:·f-•fFo-1~ ~~, 52 58 Thru 98 WB 690 60% WB Thru 961 WB 961 1:11) ::,3 38 114<1 Enter Right Sum 1571 :J, 3~ ·~· westtiuoa ~~ 149 34% EB Left 172 EB 172 24 20 }63 L~J:'. ~ Thru 232 291 66% WB Thru 414 WB 414 3 34 2ti_(, :.-:9~j 1 Right 167 .• --m-Enter Right Sum 586 21g 2.12 -215.54 PM N/S Street: Avenida Encinas E/W Street: Poinsettia Lane: PM Post-Post• Minimum 2030 · Existing I 10% Gap l!J'1/., 2G'2!J AOT Existing (2006) PM Old Link Volumes Future ADT (2010 Growth Closure 10% Gap growth V'-.llttiHC-S NB 560 R66E Left -199 36 60 5/ 4.7481 Thru ~~· I SB 416 59% SB 806 &69-Thru 806 -298 51 101 11;, ~ Enter 9200 ~.65)!!;i 1183 4:18 ~ll7 u 42% NB 500 59 284 316 •·14~ Thru r::::::::p2~ I SB 603 58% SB 894 62 130 1/44 ~ Enter Sum 1394 ·IJS 1~0 ne· "ci V 811 48% EB 1126 EB 1126 101 58 64 17,BOOJ Thrul · · 240 :_JWB 873 52% WB 1216 WB 1216 94 31'1 349 --:rm-Enter Sum 2342 65 72 0 tll 356 48% EB 411 EB 411 42 373 11·1 9~ Thru 290, WB 382 52% WB 536 WB 536 48 328 364 Right 186' Sum 738 Enter Sum 947 21'/ 141 AM #16 N/S Street: 1-5 SB Ramps E/W Street: Poinsettia Lane AM Existing AOT Existing (2006) AM Old Link Volumes -gtt~N!of~~SID!~ilpJili-' 0 NB 1 0% ~ 1 SB ~ 100% 5770) o Sum 399 Leftt-.....,......,.-t 1 Thru1-...,..,.__.-t ~ Len o. :· EB 628 Thru ·· 425 , WB 1056 Sum ~ 0% 100% 37% 63% Future ADT (2010 Post-Post- Processed Processed Turning Minimum Turning Movement 10% Adj. Movement 398 ISB Sum 2 INB 846 SB 795 1556 Growth @gii 1\:"::u 21..l,J.O 10% Ga_e l ::PVNtn ✓t;h,f'"H!', -11 ol a 149 55 u ;1 I) 0 -2f Of 16G 2(i5 77 436 4{1l 1--,-,~··1 701 I) 0 :233 132 504 ,60 ,t,J6 -i9S Letti :,!'' 516 40% EB 719 ~7,18f41il Left 719 EB 719 536 769 50 77 <!33 4H1 7f,tlUU 1nru ,, ·069 · WB ~ 60% WB 1063 ~839ffl Thru 1033 WB 1033 626 =i,==-miil• 1;1,5 118 927 t03D 18760 Right O Sum 1279 Enter 24800 ~O~ Right Sum 1751 o I) o PM Existing ADT 6,100 7,600 ~ 17,800 N/S Street: 1-5 SB Ramps Existing (2006) PM Old Link Volumes ~N!of~~i Left -•-0 NB Thru ,,·1 · SB Right --0 Sum i!lliSo\ltl!,bP.\i!ll!, IISJ!ofll Leftr•·.,322_< rB ,,,,., .. 2-·-:-SB Sum 576 ~ 915 ~ 0% 100% 0% 100% 1095 44% 1378 56% ~ 931 52% 875 48% ~ E/W Street: Poinsettia Lane PM FUTURE Raw Turning Future ADT (2010) Adj. Post- Processed Turning Movement -689.632 Gap Closure 110% Gap_ --1 13 -2 0 59 0 120 2030 , !0% nrowth 0 0 0 290 2 250 -431 1-~1 112 I 0 . . 160 1101 568 -103 -2033.62 119 107 896 882 0 2()30 Volumos 0 0 0 322 2 278 0 1223 631 995 980 0 AM #17 N/S Street: 1-5 NB Ramps E/W Street: Poinsettia AM Post• Post• Processed Minimum ;:fJ~H; Existing FUTURE Raw Turning 10% Adj. Gap iiJ':;, ADT Existing (2006) AM Old Link Volumes Future ADT (2010) Movement Volumes Growth Closure 10% Gap lVl:'t.'\.h .. ' : : {: ·~. ~ ,, i!!'J;~t!Jl~:!i!AIJ!!mN,of~~~j!l ~" ~~ Left 179 NB 549 100% NB 482 ffi~j5Jm Left 77 56 ·2 '.~': ,>i; I 8,3001 Thru 6 SB 1 0% SB 1 8,1~-Thru -1 0 4420 Right 738 Enter '7280 ,Wi,1297ft!i Riqht Sum 725 I 91,i) 'j<_q i?.!lth!l;<!.\iml !!!IIS:!of .. Left 0 100% NB Left 1622 NB 1622 r=:-1126 1-49,~1 ;) 0 Thru ·1 0% SB Thru 1 SB 1 i1 Right 0 Sum ~ Enter Right Sum 1623 G [l;i!itq'.q,j!!iq mE!l'.ot,llJ! ~~~l'aii:!ESV · I Eastlf~' §12 Left <160 EB 1242 51% EB Left 2040 EB 2040 ~ 149 215 ::-n Thru 504 1178 49% WB Thru 1470 WB 1470 1409 -61 141 ~',{)0 H)"i Right 0 Sum --mo-Enter Right Sum 3510 0 J t) t(~ M,W!of • ~1t:1.si1am~ · · es ·a· il -Left . o· EB 664 41% EB Left 979 EB 979 o 785 I -194 1 781 {/ 20,762 Thru 795 974 59% WB Thru 1307 WB 1307 \iBh : '.• 18 -ms 015 ~6-¾B. •.11.!i.~lflll Plffl.ffllHiM.!19: 128 27450 Ri ht 383 Sum Enter Right Sum 2285 421 -125 353 71)6 ]?'j PM N/S Street: 1-5 NB Ram s <EJW Street: 'Poinsettia PM Post• Post• Processed Processed Turning Minimum Turning I 2•):lD · Existing I FUTURE Raw Turning Movement 10% Adj. Movement Gap 10'\:u iUYJ ADT Existing (2006) PM Old Link Volumes FutureADT 2010) Movement Volumes V lu Verif Growth Volume Refined Closure 10% Gap n,ow11, ·/(.i\lH\i)::, I'/,; orthbo nd: t!L<>-o~\l!i 100% NB Left 593 NB 593 -105 49 23() Z~t; 1 0% SB 1 SB 1 -1 0 $ ,l ---m-Enter :t;r;;r Sum 594 86J BS~ Of 'eorset:tii 851 100% NB 1495 NB 1495 459 104 0 !J 1 0% SB 1 SB 1 0 0 I) ~ Enter Sum 0 D 1475 52% EB 2343 EB 187 n, 252 1362 48% WB 1700 WB 166 1168 \320 ~ Enter Sum 4043 0 u of me 1048 44o/o EB 1545 EB 1545 130 0 (\ 1345 56% WB 1803 WB 1803 164 1517 1685 Rij1htr262'7Sum ~ Enter Right Sum 3348 252 2$0 AM #18 N/S Street: Paseo Del Norte E/W Street: Poinsettia Lane AM Post-Post- Processed Processed Turning Minimum Turning I ns,. Existing I Movement 10% Adj. Movement 10-1: :'JJ.C, ADT Existing (2006) AM Old Link Volumes Future ADT (2010) Movement Volumes Vol mes Verify Growth VI 10% Gap ui-c•,J.t' VOiW'':-1<'.;', !t",mort!JEciii'l!lrN!o,,Ji§l~Jfflf~ · ' ~~.s,upd! ,f;!Lof~o<!!,.~ •·--··-Left · 24 · NB-284 .43% NB . 410 82~ Left NB 352 ·. 97 51 55 IL 9,1481 Thru 4 • . SB ~ 57% SB 537 Thru 537 SB 537 -158 38 J,f 1g Sum 656 Enter 13200 11P2oa Right Sum 889 ){l 3:; !M!!~~n! . SoUt oo"·· s -NB 48 633/o NB 48B91!B Left 48 NB 48 42 9 q I 45 2 . ISB 28 37% SB 28 Thru 36 SB 36 3 4 •l Enter 1 ~36jJlt; Right Sum 84 3()5 :\J!, " Ea"i.ruim Q §at e ~-... =, 57% EB Left 1402 EB 1402 97 5H2 t;,•!7 29,467 Thru 965 WB 797 43% WB Thru 776 WB 776 95 ?19 /99 21360 Right 22 Sum ~ Enter Sum 2178 le 20 ~it~,1ID:<! Wlofil!ll !l~DtYL:1,#i,f ~8! Left 4 EB 1199 53% EB 1595 EB 1595 4 -261 133 6 22,99~ Thru . 725 WB 1051 47% WB 1166 WB 1166 798 .il:1:it4 125 917 1052 25840 Right 68 · Sum 7m-Enter Ri ht Sum 2761 75 4S 5! -309.445 PM N/S Street: Paseo Del Norte E/W Street: Poinsettia Lane PM Post- Processed Processed Turning Minimum Turning 2030 · Existing I Movement 10% Adj. Movement Gap 10% ,uso ADT Exisling (2006) PM Old Link Volumes Future ADT 2010) I Verify Growth V Closure 10%Gap growt!i Vutunw~ ,IW. Nip~ 597 59% NB 762 NB 762 26 -296 57 i7 1Y 412 41% SB 594 SB 594 4 -23 57 7 8 ~ Enter Sum 1356 7 8 !:. . s.· 33 38% NB 33 NB 33 102 1 3 102 113 54 62% SB 72 SB 72 14 11 40 44 __ 8_7 __ Enter 105 337 442 191 . ' 1117 52% EB 1495 556 115 454 504 29,4ill Thrul"S',1019 ·-JWB 1019 48% WB 992 992 1121 109 962 1069 --ms Enter 2487 40 75 83 Ilia "f 1560 55% EB 2076 EB 2076 160 26 29 1256 45% WB 1367 WB 1367 148 1021 1134 Sum ---ms-Enter Sum 3443 32 3G -768.923 AM #19 N/S Street: Paseo del Norte E1W Street: Camino de las Ondas' AM Post• Post• Processed Processed Turning Minimum Turning :!o.J,t Movement 10% Movement Gap \;)t.1;! ?03l1 V lu es Veri Growth Closure 10% Gap ~YV'lilh V;:)lttm~~-q ~ Left NB 756 158 45 11 ;2 Thru Thru 197 SB 197 105 30 •t ·~ ~· 4f3 Sum ~ Enter Riqht Sum 953 '!:➔1 ,12 J ~ij)~~ - ~ NB 357 48% NB Left 496 NB 496 I 34111f!f~■ 539~ ~~1 3'1 '101 Thru 150' SB 390 52% SB Thru 1519 SB 1519 ?,14 360 ~ 165 • ~u-,,. • 0 Right 7 Sum Enter Right Sum 2014 8 __ ,_ i' 8 stlfol'.[g ~El!offlai P,as,e<>.1!1.!!!!J!qrte '' 'stlfou· ~Q~~~~ Left 20 EB 183 40% .EB Left 267 EB 267 I 22~1mt,~ ~~1 1!1 21 Thru WB 271 60% WB Thru 1378 WB 1378 2G /9 Enter Right Sum 1646 3 j .\! , 329 -1049 2H ,?~; 36 -. 70% EB Left 524 EB 524 -462 6 183 203 ~ Thru 24 30% WB Thru 53 WB 53 "l;g09; 2 r, 7 2 Right __ 8_0 __ Enter Ri ht Sum 577 121 13,1 -2116.21 PM N/S Street: Paseo del Norte E1W Street: Camino'de,las;Ondas PM Post• Post• Minimum 2U30 · Existing I Gap HI% 20:10 ADT Existing (2006) PM Old Link Volumes Closure 10% Gap urt1wtt1 Volwrn.;s. ~Niof•~el , ott, !¾i ~NB 348 51% NB 216 58 <16 51 s-;-148j Thrul__ SB ~ 49% SB 345 235 58 616 684 Sum 677 Enter Sum 1212 17 tS ~~rte , NB 406 53% NB r 60 98 109 '9;m,) Thru! , 247 , !SB 358 47% SB 896 SB 60 665 7?.9 Sum 46 51 ~ 51% EB Left 247 EB 17 24 27 49% WB Thru 870 WB 22 4 4 Enter Right Sum 25 28 '"i;I' 37% EB Left 346 EB 5 123 137 6201 Thrul · 62 63% WB Thru 115 WB 10 19 21 __ 9_9 __ Enter Right Sum 87 97 AM #20 N/S Street· Batiquitos E/W Street: Poinsettia Lane AM Existing ADT 3,130 5360 Existing (2006) AM Old Link Volumes NB 64 1-------iSB 139 ~~l!tlt.'1i'i.t!sf'Q~~!ot~,e.qMJ!i~Jl~ ~ Left 16 NB 268 Thru 15 SB 178 Right 108 Sum ----«s° p;:,jiiJ! illiE;i>f~ ~~~5 Len1-,_,,;,;,--1EB 944 Thru-..,.,,,,...-IWB 659 Sum ~ l:lfii 32% 68% 60% 40% 59% 41% FutureADT .(~010J NB SB Enter NB SB Enter EB WB Enter Post• Post- Processed Processed Turning Minimum Turning Movement 10% Adj. Movement Sum w EB WB 100 229 328 if~· 1079 182 1261 B;itl,~ 982 557 Sum 1539 1¥tJi>JBlEl!!flili!2~ Growth EB 1096 53% EB 1067 ~-9-Left 1067 EB 1067 Letti p ~l,l,4ol Tnru ti30 WB 976 47% WB 951 !lii:![!!3.311!1 Thru 1669 WB 1669 __ _ 21220 Right 18 Sum ~ Enter 28700 _,15a>e Right Sum 2736 20 PM Existing ADT N/S Street: Baliquitos E/W Street: Future ADT (2010) 152 62% NB 92 38% SB ~ Enter 223 42% NB 313 58% SB ~ Enter 814 46% EB 963 54% WB ffi7 Enter 1158 50% EB 1157 50% WB ~ Enter Poinsettia Lane-"··· Post• Processed Turning Movement 898 316 '~ 1128 1589 Sum ,§wt, NB SB Sum EB WB Sum PM Verify ~~~= 206 151 357 898 316 814 1694 "Jljjg~ 1128 1589 2717 Minimum 10% Growth Adj. Volume !Refined Post• Processed Turning Movement Gap 8 13 26 18 95 56 108 82 Closure 110% Gae_ -86 -26 -669 2 110 -1500 16 13 23 35 83 82 124 106 (;,•..i'rf.:l! ; ~_j ",!.h ,!9 \,\ H2 :1-S ~.1,)3 U7 ,:37 21}20 tO''!u l);'(IWfil 202 14 a i5 20 B\.) 126 736 290 '13 695 20 ~:;J1; \'1;ium~-~: iG( ,'. ~\ r.,:i. 113 H ,1 l>H 5:,9 152 HVi H t030 Volunu~s Z24 '1.5 9 17 22 99 140 1!18 322 14 777. 22 AM #21 NIS Street: Aviara Parkway E/W Street: Poinsettia Lane AM Post-Post• Processed Processed Turntng Minimum Turning I 20:,,; Existing I 10% Movement Gap ''1·> Movement 10% Gap g/,~:,,:,, ADT Existing (2006) AM Old Link Volumes Future ADT (2010) Volumes Veri Growth Closure ,,:!1:"):'-, 'Nlo~r,is_!!l~~!!f ~~Ji!~ 252 NB 776 78% NB 960 NB 960 44 98 33:, Thru 228 SB 217 22% SB 262 SB 262 10 27 4~)B ·.ii)':i Right 2 Sum ------m-Enter Sum 1222 ):[i :,1 1~J!i!!gWJi! ll!i;\S!l:~ l.2I!l!l!!!~!I! e s #~~""" Left 17 NB 482 55% NB 592 NB 592 19 710 118 --7-1 H3 ~1s Thru 129 SB 388 45% SB Thru 442 SB 442 36 104 I ! ~·/ Right 71 Sum ~ Enter Right Sum 1034 /·! ~~ ~E:!fof~i Left 497 EB 290 51% EB Left I 43 487 ~-,35 4,070! Thru 271 WB 282 49% WB Thru 38 3B? t3:'\ ----20, ?:iiJ 107 7 Ii 22,702 Thrur · 221 · IWB 544 35% WB 549 R7il6Dll Thru 65 270 300 11150 Right 51 Sum ~ Enter 22900 ~jl9Jllill Ri ht 98 H.i"l PM NIS Street: Aviara Parkwa E/W Street: Poinsettia Lane' PM Post· Processed Processed Turning Minimum Turning 203U · Existing I Movement 10% Movement 10*/(I £030 ADT Existing (2006) PM Old Link Volumes Future ADT (201 0 Volumes Verify Growth V tu e 10% Gap yrowtil '/ulwrh)$ ~~~i ··--NB 373 30% NB 550 NB 550 0 45 315 J'.'10 SB 869 70% SB 1049 SB 1049 -40 101 249 2!7 ~ Enter Sum 1599 5 6 ii' 0 !S 518 40% NB 636 NB 636 -53 58 '158 176 '•15,557] ThruEill ]sB 774 60% SB 885 SB 96 604 6/ 1 -=i292 Enter Sum 269 299 ,. Ii 407 59% EB 430 EB 43 196 218 308 IWB 285 41% WB 1001 WB 70 282 313 ~ Enter Sum 417 463 Wo 793 47% EB 800 EB 800 55 85 22 24 22,702! Thrul '' .223 •' IWB 911 53% WB 1621 WB 1621 . 112 131 573 637 53,· Sum ~ Enter Sum 2420 53 59 AM #22 N/S Street: El Camino Real E/W Street: Cassia Way AM Post• Post• Processed Processed Turning Minimum Turning I ,'.,.,.; . Existing I FUTURE RawTuming Movement 10% Adj. Movement Gap l Ct';~ (_a.;,; ADT Existing (2006) AM Old Link Volumes Future ADT (2010) Movement Volumes Volumes Verify Growth Volume Refined Vnlumes Closure 10% Gap ~l"iWf.h \1\JJi.Jr.t(:_-,- ~<i..il!l!?.!!!:!!!C!~l~N,of~~i!.l!!i!!".i.Yi.a,Y..·· , . -~m~~~d; ~ t;1fot•>lJleass1a&!i " -Left 63 NB 1339 61% NB 2094 ~152~1 Left 1935 NB 1935 69 ~111.!Wl ~6?.m 1555 -538 1561 ,; ~» ii'.') 30,825 Thru 1046 SB 863 39% SB 1349 m','868~1 Thru 1349 SB 1349 1151 +400 1268 1104 -245 110 ~ ! ''.) i JU') 26960 Right 0 Sum ~ Enter I 48200 ~o~, Right Sum 3285 0 lil!l!:illl~ I 'l lfm§sii!11M.i{!1.I! ili!iS~iofMi ~i!lW/o'~ ~~-~~ ~ii Left 0 NB 1109 55% NB 9211~07iim Left 921 NB 921 t 01~1~~ 1331 I 4101 1337 ~ , Thru 786 SB 899 45% SB 7461l,1f;1229.!l'.JI Thru 1641 SB 1641 I 865 1121 l:'1 ! ,.145 Right 77 Sum ~ Enter I 382001D,l!i120li!lii,I Right Sum 2561 I 85 laffl:-4S.ffil!lliW:l'l-Z.5=1 I I I /3 ~: "'~1!1.P.J:!m! ll!ilEifofil(; §!!PamJ.Q9kij~~ • . ,. _, "' Left 293 EB 0 0% EB 01~,1.067~•1 Left I 0 IEB 0 -322l -180 287 1mgg~ro;· 0 )·[(; :Nb Thru 0 WB 1 100% WB Thru 1 WB 1 0~ OB 0 -1 0 {J D ----1~0.E! Sum 1 0-9 i,5 WLofBUi~ii!!i . . .,.,,. .. ~-1478 EB 1478 37 (I (l 3.460 Thru 1 WB 141 26% WB 513 ~1!ffl Thru 174 WB 174 14 (I (I 2060 Right 0 Sum ---m--Enter 12600~0.~ Right Sum 1652 -1485.95 PM N/S Street: El Camino Real · E/W Street: Cassia Way PM Post• Post• Processed Minimum Turning 2\130 · Existing I Movement 10% Adj. Movement Gap 10••,4 ,,03•l ADT Existing (2006) PM Old Link Volumes FutureADT (2010 Growth Closure 10%Gap growti1 Voh1;c11,~ -~!!!!!?.9.i!flc:t, .. Nlof~,s!I.&!~ '.o/o Left 113 NB 969 36% NB 124 -313 120 5~ 12 30~82~ Thru 863 SB 1727 64% SB Thru 2700 -440 226 l•H3 15?{) ! Right 0 Sum ~ Enter 3803 Q I) :~~'?.e!:!rul l!l!tS~Qf~ s!lf.®i!.!!.ql§e -~ -~ Left 0 NB 976 38% NB 810 119 6 46,Q1t] Thru 1494 SB 1593 62% SB Thru 2697 211 2322 2~130 ~ Enter Right Sum 3507 19J 214 · smourid -sffit~~e 0 0% EB o e3ssml! Left 0 EB 0 ~1 106 113 1 100% WB 1~0.l!!llm Thru 1 WB 1 0 0 --1--Enter . , Y,~;;;,1 =13.6~~ Right Sum 1 61 ;g "'Wa· wes -ound -~~~ 205 37% EB Left 747 EB 747 18 3,46Q] Thrul. 1 l~u~ 347 63% WB Thru 459 WB 459 32 0 0 Right'. 0 --m-Enter Right Sum 1206 2 l. AM #23 N/S Street: El Camino Real E1W Street: Camino Vida Roble AM Post• Post• Processed Processed Turning Minimum Turning I 20~,, . Existing I FUTURE Raw Turning I Movement 10% Adj. Movement Gap 11,•J; ?ti2,i; ADT ExistinQ (2006) AM Old Link Volumes Future ADT 1201 Ol Movement Volumes V lu es Verify Growth Closure 10% Gap rJ~:,,;,.,-:n vob.m1c:; J';!~ NB 1651 361 .,, 332 170 7?_6 H07 33,148 Thru 1044 SB 916 45% SB 1141 U:1632.D Thru 1141 SB 1141 1148 1141 0 114 2~5i J61<, 24910 Right 0 Sum ~ Enter 41300~0~ Right 2793 J•i 34 -· ... ,. --.,. ~ 2145 0 0 215 26 2~ ~ Thru 38% SB 987 851 106 ')['{ iOhG Righi Enter 3133 156 DJ ?AH ~ 0°io EB 0 EB 0 61 0 5l o3 53,6031 WB 1 100% WB 0 WB 0 0 20 2 y 10 10 Right 57.,· ... Sum --1--Enter Sum 0 74 94 104 ~.!!.!! IJWfof!l!jl sf~~,.!; ~ -~ Left 0 EB 122 21% EB 42 EB 42 105 15 10 11 3!Ca7a WB 471 79% WB 690 WB 690 69 1J H 6770 Right Sum -----m-Enter Sum 732 24 2l 732.3524 PM N/S Street: El Camino Real E1W Street: Camino Vida. Roble PM Post• Processed Processed Turning Minimum Turning 20:JO Existing I FUTURE Raw Turning I Movement 10% Movement Gap 10':/11 ;/V3ll ADT Existing (2006) PM Old Link Volumes Future ADT 1201 Ol Movement Volumes Volum s Verify Growth Closure 10%Gap growth VulHfTICS --· t ' """•l\liili 1503 NB 1503 "124 127 ·114 127 55% 1712 SB 1712 210 192 1044 1160 2491 Sum 3215 13 14 ,a . 'o 1033 36% 1615 NB 1615 .473 114 18 20 1804 64% 1818 SB 1818 1461 239 215!3 2398 2837 Sum 3433 51 47 52 9me ,E.fo~~s 0 0% 0 EB 0 2 239 266 100% 0 WB 0 35 4 8 9 Sum 0 590 655 ~jjf ... 676 81% 232 EB 232 534 77 22 24 163 19% 239 WB 239 : 6!1:3JJ 19 a 9 ~ Sum 471 25 28 AM #24 N/S StrE!et: Carlsbad Blvd E/W Street: Ponto Dr. AM Post-Post- Processed Processed Turning Minimum Turning I :: ')Js; . Existing Movement 10% Adj. Movement Gap "1'· ,,,.,,, ADT I Existing (2006) AM Old Link Volumes Growth Volume Closure 10% Gap •-1<"-"'Vl·• ',;n,•:. :llli,'iJ'Ml_!l].ij<i,\j!!<!ii<ffi.Niofffi;J:;./l~~& . Left O NB i,,:;,..,,;,,,;;;;;;;i t-----,~ -141 41 Thru 355 SB ,-,-,,=::-:-1~---""' Thru 1342 SB 391 1342 0 134 '"'' ·'F'-' 8 Enter Rioht Sum • , . ~~ Thru 906 ~ 72% SB 1016~13ll~ Thru 2178 SB 2178 99i~ fi -136 H,4B d,,, 363 28% NB 399~ Left I 399 INB 399 I o-339 1-1 341 ;,4 ,,-. Right O Sum 1288 Enter 20700 -0 Right Sum 2577 0 -, O ,1 t j ~~~l!!s.if!:i!I ~,E!tof~ §¥ s. ad Blvd ~" Left O EB 9 20% EB ~;;:.::;~~ 10 :§Q] Thru 1 WB __ 3_7__ 80% WB ,-.,.,....,,,,,,:,t;iiii,i~ 1628 WB 1628 I 1 ■-102 I -15261 101 ;, 4351 Right 0 Sum 46 Enter Sum 1638 O o ,, gir.,:.~iim.<1 ~w.ot5,, ~m~id -; ~~!i Left 19 EB 1 100% EB ~ii:::'!l!:i=I 1 EB 1 21 -1 0 is 2l Thru O· WB O 0% WB ,--,--~;.,,;~:;,;,;,;;i O WB O Q O \l o 160 Right 18 Sum --1--Enter Sum 1 11, "It PM N/S Street: Carlsbad Blvd E/W Street: Ponto Dr.. PM Post-Post• Processed Processed -1768,33 Turning Turning I 2'J3D • ExlStlng Movement Adj. Movement 10"', ,J:;r; ADT I Existing (2006) PM Old Link Volumes Future ADT (2010) ====~m~=it==t:-::===~==-.1--------, 10% Gap wcwtn Vol1.H»i.·c• ~olilll!:Dffiit:/:ofclf,:w(~i;j§.~~ Letti O INB 870 58% NB ,205 108 855SB 620 42% SB ,-..,.,,.,,.,,,,-,,t,,,;;.,,;,,,;;;;;,i 919 1----75 99 113-l 11<:,U ~ Enter Sum =~!I=t===:I~!ilgjiiJi!ill~ll 27 JO If"' . d o"ll'Di"¾ 870 58% NB =~=::! 955 NB 955 I 0-0■ 965 I 1~ 971 2ll4 227 Thru '620" SB ~ 42% SB ..,,.....,,.,,;;~~,;;;.~~ 1447 SB 1447 682=:sr· 80 792 1!80 Righi ·O·i · , Sum 1502 Enter Sum 2402 O ---~ O O 1¥~ li!i<Eliof.!l!'il ~Of, . BMI 1501 T~~~ ~ ~B ~ :~: ~B r:::-:~,:;;::m:li= 1~~8 ~B 1~~8 I ~--~1~1 ~;1 ~ :~ 43 Enter "'""" Sum 1205 O o u ~ 100% EB l===iil:il 1 EB 1 1---~ O 6 9 TI Thrui O !WB o 0% WB .---,;;,,::;:=::.::~ O WB O o o iJ Sum --1--Enter :-,,, __ ,,,,, Ri hi Sum 1 17 147 163 AM #26 N/S Street: Carlsbad Blvd E/W Street: Avenida Encinas AM Post-Post- Processed Minimum Turning I I 2•"· Existing I FUTURE Raw Turning I Movement I I 10% Adj. Movement Gap 10% Gap ;:1~,_~;;n ·i.t,~L ADT ExistinQ (2006) AM Old Link Volumes Future ADT 12010) Movement Volumes Vnh ,m,:i,~ Verifv Growth Volume Refined Vnlt1moc. Closure l.tOlL,Hh'.:~ 366 77 (i 18,853 Thrul 353" 'SB 915 71% SB Thru 1005 SB 1005 388 1172 167 117 11:0 !2.4U 15630 RiQht 140. Sum --:;m-Enter Right Sum 1432 154 Hf .',/JG .a'!E··1····· ~. oUttib~ w S; -~ 493 31% NB Left 563 NB 563 8 1003 440 100 32 J.5 1102 69% SB Thru 1326 SB 1326 999 136 !?.69 i410 -ms-Enter Sum 1889 0 () () .E 1·~t==a~~-1---1 148 42% EB 169 EB ;~, 0 0 208 58% WB 352 WB \) u --m--Enter Sum 352 1 •rt .• , 224 -128 0 0 521 0 ~er· ' Wf6~'!/3!"!!i!i 1 100% EB 1 EB 1 213 0 -1 0 20? no 0 0% WB 0 WB 0 0 . ·,.lQ 0 0 n --1--Enter Right Sum 1 15 16 rn 964.3113 PM N/S Street: Carlsbad Blvd E/W Street: Avenida Encinas·,· • PM Post• Post• Processed Processed Turning Minimum Turning 2030 · Existing I FUTURE Raw Turning Movement 10% Movement Gap 11J'% 2U:l0 ADT Existing (2006) PM Old Link Volumes Future ADT (2010) Movement Volumes V lume Verify Growth Closure 10% Gap 9n:.iwtl1 Volumes ~d ,glip);tbl!QU!!dJ ot .,,,-"""'"!' 849 54% NB 932 B\O&lil! Left 973 NB 973 • -59 87 0 0 333· SB 714 46% SB 784 ~9.52U Thru 784 SB 784 405 119 803 !J92 Right 179.· Sum ~ Enter 20700 lm205Jlll!l Sum 1757 209 232 ~oJ!\l!!;joutfq ~Sl'::<if11i/1 ~lfi1 1r B f left ···'>1B.:·· NB 1012 53% NB 1157 NB 1157 -~20 106 34 38 24~ Thru '· 696i-\ SB 902 47% SB Thru 1031 SB 1031 766 138 ·1533 1703 Right· 0'.'· ,,. Sum ~ Enter Right Sum 2188 0 0 0 p~ lll!!El[Ofi,I lv.ifil.i!.ijl,Eire!!!li ~!t!l,<>lijjQJ Q • left 0 ; ' EB 198 47% EB left EB 225 0 23 0 () . 1.• WB 222 53% WB Thru 288 WB 288 1 24 0 0 ~ Enter Right Sum 513 0 fl 0 i -·ound' *'.a 1 100% EB Left 1 EB 1 0 204 227 0 0% WB Thru 0 WB 0 0 0 0 --1--Enter Right Sum 1 19 21 AM #27 N/S Street: Ponto Drive E/W Street: Avenida Encinas AM Post• Post• Processed Processed Turning Minimum Turning I !(l3,i Existing I FUTURE Raw Turning Movement 10% Adj. Movement Gap ! , J ~-·· ADT Exislinq (2006) AM Old Link Volumes Future ADT (2010 Movement Volumes Volume Verify Growth Closure 10% Gap ;~1 ov.-lt1 \l,J!!,!1'1 ~~N(of~~~~lr!a cii:th ···a• ,s· -~!E ~NB 3 50% NB Left 6403 NB 6403 1 .49 51 44 SB 3 50% SB Thru 4 SB 4 1 53 6 --6--Enter .il§ii 1 ~ "'•.&; 3 50% NB 5 NB 5 67 71 I 3 18,853 Thru 1 SB 3 50% SB 6403 SB 7 60 Right 1 Sum --6--Enter Sum (lJ ~J 3 50% EB 6403 EB 10 60 ~-1 T Thru 1 ' WB 3 50% WB 5 WB 23 lld J8 Enter Sum 6408 M 71 lf,{~it@!j~ EB 19200 EB 19200 1 -19035 17 'J.'! ·P Thru 1 WB 3 50% WB 5 WB 5 1 .,'/l,ijQ2 30 218 2'2 Right, 1 Sum --6--Enter Sum 19205 1 6 -37380 PM N/S Street: Ponto Drive E/W Street: Avenida Encinas·" PM Post• Post- Processed Turning Minimum 20::1.1 • Existing I Movement Adj. 10'1:-, ADT Existing (2006) PM Old Link Volumes Future ADT 2010) 10%Gap l}i'<.1Wth ~~ N!otlt;JJA-L.enJdi!J~~ · LeftEBNB 3 50% NB ·-127 13 75 34 15,3881 Thru ;-_,, 1 · SB __ 3 __ 50% SB Thru 4 4 93 10 3 :: Enter 48 s:; 50% NB 5 101 11 n 26 18;85:3] ThruL2):2 __ 'JSB 3 50% SB Thru 6403 6403 15 5 5 --6--Enter Right Sum 6408 U9 99 ~f-~!!i--= 3 50% EB 6403 EB 6403 21 115 1.!S 3,777! Thru ['E•{C]wB 3 50% WB 5 WB 5 21 180 200 --6--Enter 108 120 WFo 3 50% EB 19200 EB -18835 37 5B 61 11 Thrul' 3 50% WB 5 WB 5 ~ 29 156 173 --6--Enter Sum 19205 25 28 AM #28 N/S Street: Carlsbad Blvd. E/W Street La Costa Ave. AM Post• Post• Processed Processed Turning Minimum Turning I '..-:<J::11 • Existing I FUTURE Raw Turning I Movement 10% Adj. Movement Gap '''-"·'·· AOT Existing (2006) AM Old Link Volumes Future ADT (2010) Movement Volumes Volumes Verify Growth v Closure 10% Gap r;, •>✓1(:: \'• iv'·••'' l'::l!§!llm!.iit"sm,~'1: NB 518 'l----c-0 42 47 (I 24,061 Thru 222 SB ~ 77% SB 14141'z39) Thru I 1414 ISB 1414 244 200 161 HI/ l(!c 17250 Right 124 Sum 1615 Enter I 275oolliiii99iil Riaht Sum 1932 136 :< I 1 :,1,, it~~b!i .. li.lJOSI !!!!'¾S!!:ofl'i!ili ~~~ Left 221 NB 346 20% NB I=~:',;,:,! Left 555 NB 555 243 461 -94 46 106 ,•F 15.900 Thru 1016 SB 1372 80% SB r-==-::t:::::-=::::;t Thru 1532 SB 1532 1118 183 i:iel ,:-;41 16990 Right O · • Sum ---rf-ia Enter Right Sum 2087 0 -~ G ~~~&"Jls !liilE,,of~ Gads ·ae1 1vc1. · "' Eastlio1iod"rl .,. -......: . _ . .. .. .. Left o EB 346 40% EB """"""'"""""' Left 452 EB 452 I 0-': ·'·;;;1~0-=p60llq1-~-~ 601 ° 0 14,981 Thru 1 WB 512 60% WB ,........,.,*.,+;;;; 533 WB 533 . 1_1Bi1__ 833 ~~ 83_ O 10070 Right O ~ Enter Sum 986 0 O ~~~1is ~yv;ei . at· -=~ __ . . ..... . _ __ __ Left • 356 1 100% EB t=ii!=-::=::t EB 1 I 392~ o I -11 01 nis es? _ 11 Thru . 0 WB __ o__ 0% WB O WB O O . --~ -,RBfflHl#Pll O O O 5375l Right 156 Sum 1 Enter .---~~~~i::I Ri hi Sum 1 172~ JO?. .l:16 PM NIS Street: Carlsbad· Blvd.· E/W Street La Costa Ave. PM Post• Post- Processed Processed Turning Turning I JOJV · Existing I Movement Movement Gap ·wt, icJ:lO ADT Existing (2006) PM Old Link Volumes ~~•l■iiilaij~iill~~~~if-~i~il~~-lii~~t===: . ~ Closure 10% Gap nw,vtl, Vuh<1rn,s 1141 79 114 0 O Thru -==-t---:--;:;;1 790 -120 79 ~6<! 982 Enter Righi 2270 496 S51 dl.B ii. : .iii 'l>Ou • ~ 949 56% NB F.iii,;,,,,;,=,;t Left 1522 1--...;---319 120 341 379 750 44% SB ,.,.......,,=.-:,t,..,,,,,.,,_.,. Thru 833 81 393 437 ~ Enter Right 2355 -----t----1 iJ 0 Easlbou ·· ,~~'"" 537 53% EB '""":;;;.;....,;;;;;i Left 729 1---~ 71 0 0 470 47% WB ,...,.,...,...,,.,,,.+;,:;;;;,s;;,;;;i Thru WB 489 66 0 0 ~ Enter Right Sum 1219 O O "'!!iollnq . -, 1 100% EB ""'""""'"'""' Left 1 EB 1 1----=-0 -1 0 538 598 0 0% WB r-:-,..,...,..,...~=,;,~=-=~ Thru O WB O q, 0 0 0 --1--Enter Ri ht Sum 1 382 424 -431.627 AM #29 N/S Street: Vulcan Dr. EiW Street: La Costa Ave. AM Post• Post· Processed Processed Turning Minimum Turning I I I ;o-•.,: Existing FUTURE Raw Turning Movement 10% Adj. Movement Gap ,,;-,., .,_,:;•; ADT I Existing (2006) AM Old Link Volumes Future ADT (2010) Movement Volumes I Volumes Verify Growth Volume Vnlumes Closure 10% Gap P ,., .. ,,, ""l'" Thrul-01SB __ 1__ 100% SB 11~0•1 Thru I 1 ISB 1 ~ I -~, ~---gi ,;,, ,, ; 1 Enter l 1 ffi,283~ Right Sum 1 · I ?. .'ti ~l2J~~~e~ki NB 414 I---~ 364 -50 36 2,8::i Thrui--::,---tSB ~ 53% SB .---,=,,.+,;, 227 SB 227 431 ,, 3250 Right Sum 389 Enter 641 0 -.~l!.i!.q ;t.z!E~ot~,~ YAl~!ii@tliW,liff !" 1r:!!!..~l!l9!J Left O EB 434 41% EB f,:~:;'il:I 715 715 1-0--1!17,{1~,r;)l!Blg~(l,1 721 iJ iJ ~981 Thru 310 WB ~ 59% WB ,--,.,,.,.;;;,f,,;;:;;;,;;;:;:,;i 637 WB 637 341~= 887 250 89 5;,; c.:;i 10380 Right 46 Sum 1066 Enter Sum 1352 51 • . 1,1·1 ~~Md 'i,jjWlbfil!B V.ulcaJi,!?t~~. ~Wm.at; ·Left 161 Es"~ ., 356 -40% EB 496 EB · ·496 177 551 l 551 551 364 •iiH 11,2m Thru 471 WB ~ 60% WB r--,-.-;,;;.,;;::15i;.i~rl 605 WB 605 5189.fJQ,0flH!'i§Z.~ JQ)D~~Q 66 167 •1:: 9930 Right 0 Sum 884 Enter Sum 1101 0 0 o c PM N/S Street: Vulcan Dr. EiW Street: La Costa Ave· PM Post-Post• Processed Process Turning Minimum Turning 2il)H · Existing I FUTURE Raw Turning Movement Adj. Movement Gap 10·1, 2DJ., ADT Existing (2006) PM Future ADT (2010 Movement Volumes Vo\u e Verify v Closure 10% Gap wcwm Vdurrn.s ~'-11},\!,~N;ot,c'¼. =% ".. " No !:!Ml Left 50 0% NB lm=:::=='1 Left NB I---'=-=-+ 0 0 152 !61 0 1 100% SB ----~;:::;:~~"'! Thru 1 SB ------:;---t---,-,-:,;tn -1 0 0 V --1--Enter Sum 27-1 Jil:) • S•of)! 153 47% NB Left 350 NB 1---..;.. 375 25 37 n ~ Thrui--::--t 172 53% SB ...,,.....,,.;;,,.,,+i:, Thru 198 SB --:-:-:---t---== 41 ll C Right Sum ~ Enter Rioht Sum 547 o •J a1,ea"wa1,1!!.l! !RElloftl! ~~~ Left o· EB 515 50% EB i.,.;;,;;,,;-;;;;,r;;;i 809 EB 809 t----..,,;;t;;-:;; J!ll8.0!l,~®-1 ·~ 81 1 (I 14,9:iITJ Thru 412 WB ~ 50% WB ,...--,.,,.,,=4,2,,.,,.,,,.;,~ 527 WB 527 738 211 74 557 l•l3 Right 63 Sum 1038 Enter Sum 1336 34>< 3'.l/ !~!JD.I! .~w:otai ~~t..~i!i-' . _ ~J, Left 108 EB 475 51% EB EJ,~,;,.;:,'!,I 662 EB 662 741 305 3~9 TT2_0Ql Thru 415 WB ~ 49% WB rvsso~~ioi~ 533 WB 533 63 566 625 0 Sum· 940 Enter Sum 1194 o o AM #30 N/S Street: 1-5 SB Ramps E/W Street: La Costa Ave. AM Post• Post- Processed Process Turning Minimum Turning I :n,o · Existing I Movement 10% Adj. Movement Gap "'"-·, ,·c,:,J AOT Existing (2006) AM Old Link Volumes Volumes Verify Growth Volume Refined v lumes Closure 10% Gap :i•C>Wt'' '✓oi,.m,c,s mt;jR~li,llqiONtot~~~!~~ '. ~~cii~••l Left O NB 1 0% NB ___ .,.. 1 NB 1 ~=====~!;; O· ·1 0 n O ~ Thru 1 SB ~ 100% SB .,..--,....,,.,t;; 1104 SB 1104 1 705 -399 70 .J ') 7T3o1 Right O Sum 1009 Enter Sum 1105 '' o ~.l§.[4.1,t!IN!!!)Jt ~S!'l'i>f!l.l ~j£&~,9l&')'e1>fi. ' . ,, . ~~~~ . '§r~Jlll!ill!il/lS"AiJ .. ===== ___ _ Left 658 · NB 1 0% NB ~,;:r::iiit 1 NB 1 F=;24-20 I O ~ -11 01 ::<\• ,7,, 8,·1:1 Thru 4 SB 360 100% SB 211 SB 2714-tbiil @ 41 ,l o 5480 Right . 346 Sum ~ Enter ,....--,~~=!,:;;=:..! Sum 272 ~1 mr&hJm 'ff7 wu Eastlli>iiiia ~E!!ciffi!l l!fS~s E o ~:sapa. -. Lclt O EB 1145 61% EB !Ecl~,e;;;;:i 1286 EB 12861--0--····::;-•.':.;.1'•'; ··•2'/' mi~,· -~~ 971 () {) Thru 487 WB ~ 39% WB ,-.,..,,=---~ Thru 492 WB 492 536; . -~O~ 311( 80 514 74,; 19240 Righ( 61 Sum 1887 Enter Right Sum 1778 67_,._ 129 M3 ~~ •W,tif:ilil !!£i~J,~s _ es 'l..~J . ~ ~ Left 295 EB 548 41% EB l=iii':!:ei:'!!3 Left 636 EB 636 325 636 0 64 -!•!7 •l97 Thru 447 WB 793 59% WB Thru 675 WB 675 492 ~ a.st 77 ,,,\4 ·1~1 Right · O Sum ~ Enter Right Sum 1312 O O IJ PM N/S Street: 1-5 SB Ramps E/W Street: La Costa Ave. PM Post• Post- Processed Minimum I ~~~lJO ~ Existing I 10% Gap :U% ,030 AOT Existing (2006) PM Old Link Volumes Future ADT (2010 Growth Closure 10% Gap urnwtI1 Vot,:mos Pn.tlwtit11s•N:of!fJ,~ · :r.: Left O NB 1 0% NB 1 ~0-1 1----:cf -1 0 0 O 1 SB 712 100% SB 780 aiA11i!i! 780 780 1 -55 72 n H ~ Enter 7007 !ill!il'OJali Right 781 O 0 So ti •··and, 1 0% NB 1 m;w;3211ij Left 1 1 I---'-~ 0 3~ I 434 8,100J 547 100% SB 578 !lffl9llfflg Thru 407 407 68 9 10 ~ Enter J.,~·:5554 ffl2391M Riaht ;;;..;;;aat;;;,r,wi.;l!isat!!:.r!i!;;;11!;)1.l:;;ii:!a; a;"'~;-~;-~;;:; m'1t-~ _-_-_-_-_--~ :::::::====~:; 266 296 1030 54% EB t---;-;;;;1 130 0 O 33,9211 ThruC:: 544.~,wB ~ 46% WB .......... ,,,.,.,. WB -~~--~= 101 1000 1111 1924 Enter Sum 1757 i33 203 v:e"' .WI<>!llf!!l/Pjj!!~ 626 49% EB E::i=:~5! EB 727 I---,-,~ 100 563 616 ·. 14,9.fill Thrul · · ·437 ·· IWB ~ 51% WB .---,-="';;,;.i.,;,,,;;;.;;;,;;;;::;,t WB 529 75 GOfi 6F2 Ri.9.ht · 0 Sum 1281 Enter Sum 1256 o o AM #31 N/S Street: 1-5 NB Ramps E/W Street: La Costa Ave. AM Post-Post- Processed Processed Turning Minimum Turning I '.,,' Existing FUTURE Raw Turning Movement Movement Gap i.l•i" ACT I Existino (2006) AM Old Link Volumes Future ADT (2010) Movement Volumes v I Closure 10% Gap ·,,owl,, V, .. -1.,m,0·, "'e ~ ' ~J3Mi!a!!i 626 100% NB 730 ~45!!;,!i,1 Left 1----''-'4'2""'"""'Z!!!)"""~al!!5'l· -74 66/ IZc 1,l!J 6,40ITT Thru 4 SB 1 0% SB 1 illi/,'!13~ Thru 1 O -1 O 5830 Right 486 Sum ~ Enter 7462 ~3.1)1!!11!1 Right Sum 684 I c,GC •·,o:c ,'1i't~.\!$!lt@fQg -SZl'Of!!!ll .ID!IS:,.o !-!~AV , ,,, ·-uth ]!i.!!J! S ' ~ Left O NB 560 100% NB 361 Left 361 NB 361 ,~--OlD!Bl.rOB ... · .. ! 596 ,-235~ 601 ,, (l Thru 1 SB 1 0% SB 1 1 SB 1 11 • /A• O J il Enter Sum 363 o -~0-G O M,, .,.,,,._...,.,.,.. '~eii 55% EB -=-.-1 1682 EB 1682 200 1481 ?.'11 :i,b 33,921 Thrul-~;"--1 ____ 45% WB [:"]'tii~~tiiiiiil Thru 1050 WB 1050 1002 129 319 1t,21 26320 Right O Sum 2531 Enter Right Sum 2732 O ii o ~~,;J!BR.\'im! miW,of.f!ll !!.~§~- Left O EB 1093 59% EB .,,,,.,.,.,,..,.;,;;,i Left 1642 EB 1642 1----:c~!!!!!!!!!'!'!!!! 1221 u 0 14,981 Thru 694 · WB ~ 41% WB r-"'.""::=~:~:,;;i;,::i:t Thru 688 WB 688 97 A2 1047 23920 Ri ht 440 Sum 1857 Enter Right Sum 2329 318 420 PM N/S Street:·. 1•5 NB Ramps E/W Street: La Costa Ave; . PM Post-Post• Processed Turning Minimum ;)030 · Existing I Movement 10% 10% ;w~o ACT Existing (2006) PM Old Link Volumes Vol Verify Growth 10% Gap uroW1ii Vch11ru,s """;5 ,,,,,...,~ 582 100% NB 632 , 1----"'-'-l' -37 64 Kl 17fJ 6~ Thru('i'-1o::TJSB 1 0% SB r---:= 1 -1 0 1 Enter Sum 633 445 494 ~ 100% NB 467 NB 467 0 68 0 o $~ Thrupc-; ;'1'""""'1SB 1 0% SB r---,-,:=:-f 1 SB 1 1 0 iJ o Enter Sum 468 O ----+------! O o E 1433 54% EB i.;;;,,,,,':i:=t Left 1639 EB 1639 183 153 285 317 33,921] Thrul ·Y534;_. ·lws 1199 46% WB ....,,,...;-,,,,,,...;;,,;,""".,ei Thru 1110 WB 1110 917 146 1337 1485 ~ Enter Right Sum 2749 0 ■-lf■t=::t===j O 0 •··e eitti' of 1000 52% EB e,;:2521 Left 1502 EB 1502 t---="'1!= 123 0 0 14,98-\I Thrul~3c-IWB 907 48% WB .,,...,..,,,~:i,t,.,,.,e=':=it Thru 808 WB 808 119 1144 1271 Sum ~ Enter Right Sum 2310 447 39"1 434 AM #32 N/S Street: Piraeus ElW Street: La Costa Ave AM Post· Post- Processed Process Turning Minimum Turning i<U• Existing I FUTURERawTuming Movement 10% Adj. Movement Gap ;,_,,,., ADT Existing (2006) AM Old Link Volumes Future ADT (2010) Movement Volumes Volumes Verify Growth Volume Refined Volume Closure 10% Gap ,;r0·1!!i, ,,,,:,,« ,,. B,ti,ql;t!J.M.'!l'Alli,:!;11N:6t~£1~J.~.!'bl-:~~" . ~ .t!t~~~t---c=-Left 57 NB O 0% NB O 321~l1w,',5'. Left O NB O 63 0 0 0 .,,::i Thru O SB 1 100% SB 1 -o..-Thru 1 SB 1 0 0 -1 0 ti 10] Right 28 Sum --1--Enter 1 ffl!,104ll!illl Right Sum 1 31 ~:u ~~ii!~JJ ' ' :!ofiij! !tllifili~~l'~-' . i.rtl]S2.illj1 fil~~ --. -' . . --- Left o NB 85 34% NB Left 315 NB 315 I 0-0 .. 285 l ~30 291 1,7Ci5l Thru 1 SB 168 66% SB .--~~liii Thru 117 SB 117 1 @f~ 26 0 '' 18501 Right O Sum ~ Enter Right Sum 432 0 ~\-1 -0 ii 'IEas~d !iii!Eff6f " P'raeuif'" 'stboi/Jl!!I ~ ~f%1mS -· L;;i o EB 54% EB ~~=ii:I Left 926 EB ~ · 926 O EAll,~{S:l 1441 l• '' Thru 1240 WB 46% WB r--:~::,el=-,,;,,;=ii,i:;,,i Thru 1002 WB 1002 1364 1292 ~90 129. '14t<! Enter Right Sum 1929 163 ,·,<; tbliif d ~{~!!§!' 56% EB 921 ~1ll.t1iii! Left 921 EB 921 i==:~1,111111• 663 158 b, Thru 1045 44% WB 731 l1\!984)l!! Thru 1196 WB 1196 ,;lS: 147 H33 : o'.li Right O Sum ~ Enter 22500 ~OB!i Right Sum 2116 O '-' 1534.93 PM N/S Street: Piraeus · ElW Street: La Costa Ave PM Post• Post- Processed Processed Turning Minimum .:.:~i :.rn • Existing I Movement 10% Adj. Gap !01, ,;, ADT Existing (2006) PM Old Link Volumes v tumes Growth Closure 10% Gap grown, t!9®!MW.tl~~N:of,~..s,'L!____ .. • Left 63 NB O 0% NB t==,,,.,;,,;i O 1---C.,,f"""""" :J:!"'~""""I O O 10G Thru O SB 1 100% SB .--...---,+,;,,;;,-.,.;..,;,;..i 1 -1 0 U Right 24 Sum --1--Enter 1 1()7 11'l la§il.i!.~ !l!llSYJot• wruu -•roll..§ Left O NB 87 47% NB 322 1---"71 -33 29 !l ll ·1JQQI Thru 1 SB 98 53% SB ,----,-,=,t, 75 75 20 O ~ Enter Sum :;z:e'!"":~"' -., -., -.,,_ -.,,. _"' -~ -<,::i ________ -~ _7. -<;:1 0 JJ 1340 52% EB i,;,;,,..,,;;;;;;;;;,,i 962 EB t--=-=-149 0 fl '·1316 IWB 1221 48% WB ~~=~=::,mim 1150 WB -==-f----=-=-136 16G5 1/lfi(; ~ Enter " Sum 225 250 ve 1379 52% EB ""'....,.;;.;.;.;,;a 915 EB 1--=s;:-fl 156 37 4'i '33,921] Thru11187--,WB ~ 48% WB ....,.-.,,,,,,.,.,,e=,;,,;,i=I 1352 WB -..,..,-~-+--_;.;~+=="" 152 1528 l6~il . O · Sum 2629 Enter Sum O o 1569.693 AM #33 N/S Street· El Camino Real E/W Street: La Costa AM Post• Post- Processed Processed Turning Minimum Turning ;;-.! .. W. Existing I FUTURE Raw Turning I Movement 10% Adj. Movement Gap ~ o·· ,1 l'.1,:0 ADT Existing (2006) AM Old Link Volumes FutureADT (2010) Movement Volumes Vnli1mpic:; Verifv Growth Volume Refined Vnl ms Closure 10% Gap ~Jii)Wtfl \/1.>lt•~tit•_; ~ 2377 407 238 ,·'.)ti ~f,.! Thru 726 SB 2150 59% SB 2789 ~10l2.l!li Thru I 2789 ISB 2789 I 799! :.200 ~212 I 1985 -804 199 17,1 J !'-JS'/ ~ Enter 59700 ~40.z-lm Rioht Sum 4667 32 ii!M'.-S.l!ffll, -'328 ~,:!, 921 34% NB Left I 1284 INB 1284 1476 192 148 110 13 I Thru 1818 66% SB Thru 2335 SB 2335 185 l:.lfi4 !Jlti Enter Rioht Sum 3619 '>5J l,1d. 43% EB Left 574 EB 574 734 54 1{113 1'16 391 57% WB Thru 1413 WB 1413 430 92 J'.b 3/2 ----mr Enter Right Sum 1987 366 !92 324 '"'Rea Westboiiiid ~ ~ot~~ 1391 52% EB Left 1298 EB 1298 171 . . . .-1578 I 280 1 1581 170 Hl9 Thru 1308 48% WB Thru 1998 WB 1998 ,l25 472 ~ Sum 497 ~~1P.m -...._s,111lii B.\T9~iiUim#2e 119 Right . Sum Enter Right 3296 139 _., +50·.' :; . 293· 3M •104 PM N/S Street: El Camino Real E/W Street: La Costa PM Post• I I I Post-I 2UJO • Existing I FUTURE Raw Turning I Moveme-nt I I 10% I Adj. I Gap 10'lfll 2030 ADT Existing (2006) PM Old Link Volumes Future ADT /2010l Movement Volumes Vnl11rnPc:: Verifv Growth Volume Refined Closure 10% Gap growth V<)lllmHS -260 225 25'1 279 Thru · 1175 SB 1711 47% SB Thru 2220 SB 2220 I 12~~1~:::-1~::;J 10 223 1556 1729 Right 87 Sum ~ Enter Right Sum 4756 96 107 9,!ltljbiiijifd :l\llS!'!6fi1,l!l fill Ca . 1116 Reil -Southbound ~ a s.rot,ll; Left , · ·214 '· · NB 1493 52% NB Left 2082 NB 2082 -~235~-~ 1807 -275 280 311 Thru '.{:1065--,' SB 1400 48% SB Thru 1810 SB 1810 1172 1818 2020 654 727 566 629 10,0151 Thrul 570• ~1WB 655 43% WB 1262 l!ffil53~li\ Thru I 1262 WB 1262 627 -540 72 555 617 219 · Sum ~ Enter 19300 ~2~~ Right 2193 249 277 185 145 150 167 33,33Q] Thru 350 WB 1013 43% WB 945 llml6"1:4Q Thru WB 1557 ' ";7.ilA 122 365 406 Right 189 Sum ---m;r-Enter 31100fi~Jl Ri ht Sum 2827 212 23G -1493.77 AM #34 N/S Street Cansbad Blvd (101) EJWStreet: Leucadia AM Post• Post• Processed Processed Turning Minimum Turning I I I i(nr: Existing I FUTURE Raw Turning I Movement 10% Adj. Movement Gap 1lJ.,.: !dJl; AOT ExistinQ (2006) AM Old Link Volumes Future ADT (2010) Movement Volumes Vclumes Verity Growth Volume Refined Volumes Closure 10% Ga_e._ qn,,.,.,.p·, \/,:;111r\f•~ 39 14,300 Thrul 211 l;~m 1408 82% SB 2422 SB 2422 I 2321. ', ~~ 1932 I -4901 1931 ')2.1} ,\)0 20430 Right 105 -:rm-Enter Sum 2799 11s~l.1oom~~ 9 )c,I ----',liilr, ~of ~Iii: 19% NB 459" NB 459 307 275 :!.!.H.) 81% SB 2129 SB 2129 19),'i .I '<~ ~; Enter Sum 2588 '!1 :',\ Et'CL '\1h$:~J 54% EB 669 EB 669 i--~Heiiirri,,jllliF!'I~~-~~ 15,100 Thru 39 WB 358 46% WB 296 WB 296 LS ••; 10380 Right '9, Sum -----ra:,-Enter Sum 965 1'1 17 :i&»i.!~l.!i!!!l.ii<.! \1ll.W;cifilltl ~~l!!f!ly,!!11.W;t . -~·11&1.i? Left , 232 EB 60 49% EB 60 EB 60 255 58 ~~!\ :1 2 i 3 J,.'J7 Thru ','48 WB 62 51% WB 62 WB 62 7 6 66001 Right 78 Sum ---:rn-Enter Sum 122 eo 1l9 PM NIS Street: Ca~sbad Blvd {101 EJW Street: Leucadia· PM Post• Post• Processed Processed Turning Turning 2°)30 • Existing I FUTURE Raw Turning Movement Adj. Movement Gap 10% 20:.w ADT ExislinQ (2006) PM Old Link Volumes Future ADT (201 O) Movement Volumes Volume Closure 1Cl% Gap growt11 '>J~~htf•\~~t'- iNlotat~s.bal!il}J"i: cf 0~ 'O %, ~NB 996 49% NB 1713~19D Left 1307 0NB 0575 114 I~ H 14,300\ Thru SB ~ 51% SB 1801 ~.ifAAB Thru 1801 SB -790 101 1157 128G Sum 2,:,0 289 52% NB 1542 -451iliM Left I 1542 rB 1184 -358 118 248 27& 1017 48% SB 1449 _ :tal9lll Thru 1529 SB 97 564 C27 ~ Enter :22800 n:a11• Righi Sum 3070 34 3U Ei>1zl!IMll?lf•W~~ 584 56% EB 483 !i!ii920D Left I 886 'EB 886 , F3~ sh IJl!ft•r--;= ~~1 s~ •\2 15JQQ) Thru!'" '55~ jWB 454 44% WB 376 .'.55il'i'll Thru 376 WB 376 59 66 ~ Enter <125 0 .f3.llB Righi Sum 1262 23 26 ,i 88 54% EB Left I 88 88 261 11 194 215 74 46% WB Thru 85 WB 85 47 8 23 25 -m-Enter Righi sum 173 191 211 234 APPENDIX G Near Term (2010) Without and With Vision Plan HCM Worksheets 07/24/2007 08:51 F.ilename, 2010AM-2.0UT Pa9e 1 07/24/2007 08:51 Filename: 2010AM-2.0UT Pa9e 2 2010 AM Tue Jul 24, .2007 08:51:27 Page 1-1 2010 AM Tue Jul 24, 2007 08:51:31 Page 2-1 ---------------------------------------------------------------------------.------------------------------------------------------------------------------------ Ponto Vision Ponto Vision 2010 Conditions 2010 Conditions AM Peak Hour AM Peak Hour ----------------------------------------------------------------------------------------------------------------------------------------------------------- Scenario Report Impact Analysis Report Scenario: 2010 AM Level Of Service Command: 2010 AM Intersection Base Future Change Volume: 2010 AM Del/ V/ Del/ V/ in Geometry: 2010 LOS Veh C LOS Veh C Impact Fee, Default Impact Fee #101 Avenida Encinas/ Palomar Airp C 31.6 0.645 C 31.6 0. 645 + 0.000 D/V Trip Generation: NONE Trip Distribution: NONE #102 I-5 SB Ramps/ Palomar Airport C 20.0 0.606 C 20.0 0.606 + 0.000 D/V Paths, Default Paths Routes, Default Routes #103 I-5 NB Ramps/ Palomar Airport D 39.4 0.941 D 39.4 0.941 + 0.000 D/V Configuration, 2010 AM #104 Paseo Del Norte/ Palomar Airp C 34.5 0.844 C 34.5 0.844 + 0.000 D/V #105 Armada/ Palomar Airport Rd C 20.8 0.657 C 20.8 0.657 + 0.000 D/V #106 Palomar Airport Rd. I Hidden B 14.1 0.613 B 14.1 0.613 + 0.000 D/V #107 College Blvd/ Palomar Airport D 35.7 0.659 D 35.7 0.659 + 0.000 D/v· #108 Palomar Airport/ Camino Vida C 30.1 0.695 C 30.1 0.695 + 0.000 D/V #109 El Camino Real/ Palomar Airpo D 49.3 0.977 D 49.3 0.977 + 0.000 D/V I @ I #110 Palomar Airport Road/ El Fuer F 91.5 1.108 91.5 1.108 + o.obo D/v I I #111 Palomar Airport Road/ Melrose D 55.0 1.000 D 55.0 1.00.0 + 0.000 D/V I I #112 Carlsbad Blvd. / Island Way. A 8.1 0.336 A 8.1 0.336 + 0.000 D/V I I #113 Carlsbad Blvd/ Breakwater Rd. B 12.6 0.318 B 12.6 0.3i8 + 0.000 D/V I #114 Carlsbad Blvd·. / Poinsett·ia La C 28.3 0.542 C ·28.3· 0.542 + 0. 000 D/N-· #115 Avenida Encinas/ Poinsettia L C 32.3 0.585 C 32.3 0.585 + 0.000 D/V #116 I-5 SB Ramps/ Poinsettia Lan C 25.9 0.623 C 25.9 0.623 + 0.000 D/V #117 I-5 NB Ramps/ Poinsettia Lane C 29.9 0.773 C 29.9 0.773 + 0.000 D/V #118 Paseo Del Norte/ Poinsettia L C 28.0 0.702 C 28.0 0.702 + 0.000 D/V #119 Paseo Del Norte/ Camino de la C 29.9 0.601 C 29.9 0.601 + 0.000 D/V #120 Batiquitos Dr. / Poinsettia La C 23.4 0.555 C 23.4 0.555 + 0.000 D/V #121 Aviara Parkway/ Poinsettia La C 30.2 0.481 C 30.2 0.481 + 0.000 D/V #122 El Camino Real/ Cassia C 21.2 0.478 C 21.2 0.478 + 0:000 D/V #123 El Camino Real/ Camino.Vida R C 23.0 0.502 C 23.0 0.502 + 0.000 D/V Traffix .7.8.0715 {c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE Traffix 7.8.0715 (c) 2006.Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 071.1ii.2007 08:51 2010 AM Fi l ename: 2010AM-2.0UT Tue Jul 24, 2007 08:51:31 Pont o Vision 2010 Conditions AM Peak Hour Pag_e Page 2-2 ----------------------------~--------------------------------------------------- Intersection Base Future Change Del / V/ Del/ V/ in LOS Veh C LOS Veh C #124 Carlsbad Blvd/ Ponto Dr ive A 6.3 0 .505 A 9.6 0.544 + 3.239 D/V #125 Carlsbad Blvd. / Beach Way o.o 0.000 0 .0 0.000 + 0.000 D/V #126 Carlsbad Blvd. / Avenida Encin B 13.3 0 .484 B 13.9 0.484 + 0.575 D/V #127 Ponto Dr. / Avenida Encinas C 29.3 0.236 C 29.3 0.236 + 0.000 D/V #128 Carlsbad Blvd. I La Costa Ave C 33.9 0.760 D 38.2 0.794 + 4.317 D/V #129 Vulcan/ La Costa Ave. F 89.l 0 .000 F 98.8 0 .000 + 9.700 D/V #130 1-5 SB Ramps/ La Costa Ave. C 25.5 0.555 C 25.5 0 .558 + 0.031 D/V #131 1-5 NB Ramps/ La Costa Ave. C 22.4 0.672 C 22.4 0.672 + 0.006 D/V #132 Piraeus/ La Costa Ave. B 11.6 0.670 B 11.6 0.670 + 0.000 D/V #133 El Camino Real/ La Costa Ave. E 61.3 1.123 E 61.3 1.123 + 0 .000 D/V #134 Carlsbad Blvd/ Leucadia Ave C 33 .3 0.703 C 33.7 0 .706 + 0.390 D/V #201 La Costa Avenue and Sh~ridan R 8 10.9 0.000 B 1).0 0.000 + 0.113 D/V Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 071.1ii.2007 08:51 2010 AM Fi lename: 2010AM-2.0UT Tue Jul 24, 2007 08:51:31 Ponto Vision 2010 Conditions AM Peak Hour Level Of Service Computation Report Pa.9e Page 3 -1 2000 HCM Operations Method (Future Volume Alternative) ........................................... Intersection #101 Avenida Encinas/ Palomar Airport Rd. ················································································ Cycle (sec): Loss Time (sec): Optimal Cycle: 100 16 (Y+R=4 .0 sec) 62 Criti cal Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0 .645 31.6 C ....•...••.....•...........••.•................................•..•..........•.. Street Name: Avenida Encinas Palomar Airport Rd Approach: Nor t h Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11 ---------------11---------------1 Control : Protected Protected Protected Protected Rights: Include Incl ude Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 1 o 1 1 1 0 0 1 1 0 0 1 0 1 0 1 0 1 ------------1---------------11---------------11 ---------------1 1---------------1 Volume Modu le : Base Vol : Growth Adj: Initial Bse: Added Vol: PasserByVol: Initial Fut: 28 1.00 28 0 0 28 56 1.00 56 0 0 56 126 1.00 126 0 0 126 167 64 l. 00 l. 00 167 0 0 167 64 0 0 64 22 1.00 22 0 0 22 67 1.00 67 0 0 67 305 1.00 305 0 0 305 63 1.00 63 0 0 63 315 1.00 315 0 0 315 275 1.00 275 0 0 275 289 1.00 289 0 0 289 User Adj: 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0 .95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 29 59 133 176 67 23 71 321 66 332 289 304 Reduct Vol: 0 0 O O O O O O O O O 0 Reduced Vol: 29 59 133 176 67 23 71 321 66 332 289 304 PCE Adj: 1.00 1 .00 1.00 1.00 1.00 1.00 1 .00 1.00 1 .00 1.00 1.00 1.00 MLF Adj: 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 Final Vol.: 29 59 133 176 67 23 71 321 66 332 289 304 ------------1---------------11 ---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adju stment: 0.95 1.00 0.85 0.97 0.97 0 .85 0.95 0.97 0.97 0.95 1 .00 0.85 Lanes: 1 .00 1.00 1.00 1.45 0.55 1 .00 1.00 0.83 0 .17 1.00 1 .00 1.00 Final Sat.: 1805 1900 1615 2651 1016 1615 1805 1534 317 1805 1900 1615 ------------1 ---------------11 ---------------1 1---------------11 ---------------1 Capacity Analysis Module: Vol/Sat: 0.02 0.03 0.08 0.07 0 .07 0 .01 0.04 0 .21 0.21 0.18 0.15 0.19 Crit Moves: * ••• .... .... . ... Green/Cycle: 0.09 0 .13 0 .13 0.10 0.14 0 .14 0.17 0.32 0.32 0.28 0.44 0.44 Volume/Cap: 0.17 0 .24 0 .64 0.64 0.49 0 .11 0.24 0.64 0 .64 0.64 0.34 0 .42 Delay/Veh: 42.1 39.8 48.3 46.9 40.8 38.1 36.7 31.3 31. 3 34.1 18.4 19.4 User DelAdj: 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.1 39.8 48. 3 46.9 40.8 38.1 36.7 31.3 31. 3 34 .1 18.4 19.4 LOS by Move: D D D D D D D C C C B B HCM2kAvgQ: 1 2 5 5 4 1 2 11 11 10 6 7 ...•••..............•.••••.••..............................•...•...•••.•........ Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 4 07/24/2007 08:51 2010 AM Filename: 2010AM-2.OUT ·Tue Jul 24, 2007 08:51:31 Ponto Vision 2010 Conditions AM Peak Hour --------------- Level Of Service Computation Report Pa9.e Page 4-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #102 1-5 SB Ramps/ Palomar Airport Rd. ******************************************************************************** Cycle (sec): Loss Time (sec) Optimal Cycle: 100 8 (Y+R=4 .·O sec) 39 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.606 .20.0 C ******************************************************************************** Street Name: I-5 SB Ramps Palomar Airport Rd Approach: North·Bound South Bound East Bound West Bound Movement: L T R L •T R L T R L T R ------------1---------------11---------------11---------------1 l-0 -------------I Control: Protected· Protected. Protected Protected Rights: Include Include Include Ignore Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: o o o o o 2 o o 0 1 0 0 2 1 0 0 0 2 0 1 ------------1---------------11--------~------I 1---------------1 l---~-----------1 Volume Module: Base Vol: 0 o o 1000 0 311 o 642 121 0 880 347 Growth Adj: 1.00 1.00 1.00 ·1.00 1.00 1.00 1.00 1.00· 1.00 1.00 1.00 . 1.00 Initial Bse: o o o. 1000 o 311 0 642 121 0 880 347 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: o o o 1000 o 311· O 642 121, O 880 347 user Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1-.00 0.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.00 PHF Volume: 0 0 0 1053 0 327 0 676 127 0 926 0 Reduct Vol: 0 0 0 0 0 0 o 0 0 0 0 o Reduced Vol: 0 0 0 1053. 0 327 0 676 127 0 926 o PCE Adj: 1,001.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.-00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 ·Final Vol.: -o o -o 1053 o 327 o 676·· 127 :· o 926 ·o ------------1---------------11---------------11---------------1 I-·-------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.92 1..00 0.85 1.00 0.89 0.89 1.00 0.95 1.00 Lanes: o.oo 0.00 o.oo 2.00 0.00 .1.00 0.00 2.52 0.48 0.00 2.00 1.00 Final Sat.: o o o 3502 o 1615 0 4260 803 0 3610 1900 ------------1---------------11---------------11---------------1 l-----~---------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.30 0.00 0.20 0.00 0.16 0.16 0.00 0.26 0.00 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.00 0.00 0.00 o.oo 0.0 0.0 1.00 1.00 0.0 0.0 A A. 0 0 0.00 o.oo 0.0 1.00 0. 0 A 0 0.50 0.00 0.61 18.8 1.00 18.8 B 12 0.00 0.0 1.00 o.o A 0 .0. 50 0.41 16.2 1.00 16.2. B 6 0.00 0.42 0.00 0.37 0.0 19.9 1. 00 1. 00 o.o 19.9 A B o· 6 0.42 0.37 19.9 1.00 19.9 B 6 0.00 0.42 0.00 0.61 0.0 23.0 1. 00 1. 00 0.0 23.0 A C 0 12 0.00 0.00 0. 0 1.00 0. 0 A 0 ******************************************************************************** Not~: Queue reported is the number _of cars per lane. Traffix 7.8.0715 (c) 2006. Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 5 07/24/2007 08:51 2010 AM Filename: 2010AM-2.OUT Tue Jul 24, 2007 08:51:32 Ponto Vision 2010 Conditions AM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Pa9.e Page 5-1 ******************************************************************************** Intersection #103 1-5 NB Ramps/ Palomar Airport Rd ******************************************************************************** ·Cycle (sec) : Loss ·Time (sec): Optimal Cycle: 100 12 (Y+R=4.0 sec) 132 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.941 39.4 D ******************************************************************************** Street Name: I-5 NB RAmps Palomar Airpor·t Rd Approach: North Bound South Bound East Bound West Bound Movement: L T R L ·T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Permitted Protected Protected Protected Rights: Include Include Include Include Min. Green: o o o o o 0 0 0 0 o 0 0 Lanes: 0 1 0 0 2 0 0 0 0 0 1 0 3 0 0 0 0 3 0 2 ------------L---------------11--------------11---------------11---------------1 Volume Module: Base Vol! 219 o 1414 o o o 126 1499 o o 812 576 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 219 o 1414 o o o 126 1499 o ·o 812 576 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut, 219 o 1414 0 0 0 126 1499 0 0 812 576 User Adj: 1.00 1.00 1.00 1.00 1.00 ·1.00 1.00 1.00 1.00 1.00· 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 231 0 1488 0 0 0 133 1578 0 0 855 606 Reduct Vol: o 0 0 o o o 0 0 0 o 0 ' 0 Reduced Vol: 231 0 1488 0 0 0 133 1578 0 . o 855 606 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0_0 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 231 0 1488 -0 0 -, 0 .133 1578 . 0 . 0 855 , 606 .------------1·~-------------I 1---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.71 1.00 0.75. 1.00 1.00 1.00 0.95 0.91 1.00 1.00 0.91 0.75 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 1.00 3.00 0.00 0.00 3.00 2.00 Final Sat.: 1357 0 2842 0 0 0 1805 5187 0 0 5187 2842 ------------1--------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.17 0.00 0.52 0.00 0.00 0.00 0.07 0.30 0.00 0.00 0.16 0.21 Crit Moves, Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.56 0.00 0.56 0.31 0.00 0.94 12.1 0.0 32.1 1.00 1.00 1.00 12.1 o.o. 32.1 B A C 4 0 29 o.oo 0.00 0.00 0.00 0.0 o.o 1.00 1.00 0.0 0.0 A A 0 0 0.00 0.00 0.0 1.00 0. 0 A 0 0.08 0.32 0.89 0.94 87.5 43.8 1.00 1.00 87.5 43.8 F D 7 22 0.00 0.00 0.0 1.00 0.0 A 0 0.00 0.24 0.00 0.69 0.0 36.1 1. 00 1. 00 0.0 36.1 A D 0 10 0.24 0.89 50.1 1.00 50.1 D 14 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 6 t· 07/.1:.il.2007 08:51 2010 AM Filename: 2010AM-2.0UT Tue Jul 24, _2ooi 08:51:32 ---------------Ponto Vision 2010 Conditions AM Peak Hour ---------------Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Pa.9.e Page 6-1 ******************************************************************************** Intersection #104 Paseo Del Norte/ Palomar Airport Rd. ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 16 (Y+R=4.0 sec) 106 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service, 0.844 34.5 C ******************************************************************************** Street Name: Paseo Del Norte Palomar Airport Rd. Approach, .. North Bound South Bound East Bound West-Bound Movement: L T R L T R L T R L T R. ------------1---------------11----------~----I 1---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10· Lanes: 2 o 1 1 o 2 o 1 1 o 2 o 2 1 o 2 o 4 o 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: · Base Vol: 218 284 237 166 71 109 268 2226 164. 95 871 213 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 218 284 237 166 71 109 268 2226 164 95 871 213 Added Vol: 0 0 0 0 0 0 0 0 0 0 O O PasserByVol: O O O O O O O O O O O o Initial Fut: 218 284 237 166 71 109 268 2226 164 95 871 213 User·Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1:00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 229 299 249 175 75 115 282 2343 173. 100 917 224 Reduct Vol: 0 O O O O o O O O O O O Reduced Vol: 229 299 249 175 75 115 282 2343 173 100 917 224 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00· 1.00. MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 229 299 249 ·175 75 115 282 2343 173 100 917 224 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 _1900 1900 1900 ~900 1900 1900 1900 Adjustment: 0.92 0.89 0.89 0.92 0.86 0.86 0.92 0.90 0.90 0.92 0.91 0.85 Lanes: 2.00 1.09 0.91 2.00 1.00 1.00 2.00 2.79 0.21 2.00 4.00 1.00 Final Sat.: 3502 1834 1531 3502 1641 1641 3502 4783 352 3502 6916 1615 -~----------1---------------1l---•-----------11·---------------11---------------1 Capacity Analysis Module, Vol/Sat: 0.07 0.16 0.16 0.05 0.05 0.07 0.08 0.49 0.49 0.03 0.13 0.14 Crit Moves: Green/Cycle: Volume/Cap• Delay/Veh: User DelAdj, AdjDel/Veh, LOS by Move: HCM2kAvgQ: 0.11 0.19 0.61 0.87 53.9 59.9 1.00 1.00 53.9 59.9 D E 5 13 0.19 0.87 59.9 1.00 59.9 E 13 0.06 0.14 0.86 0.33 84.0 47.1 1. 00 1. 00 84.0 47.1 F D 6 3 0.14 0.51 49.2 1.00 49.2 D 5 0.23 0.56 0.34 0.87 38.5 25.6 1. 00 1. 00 38.5 25.6 D C 5 31 0.56 0.87 25.6 LOO 25.6 C 31 0.06 0.39 0.49 0.34 56.6 26.1 1. 00 1. 00 56.6 26.1 E C 3 6 0.44 0.31 21. 7 1.00 21.7 C 5 ******************************************************************************** Note, Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 7 07/24/2007 08:51 2010 AM Filename: 2010AM-2.0UT Tue Jul 24, 2007 08:51:32 Ponto Vision 2010 Conditions AM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Pa.9.e Page 7-1 ******************************************************************************** Intersection #105 Armada/ Palomar Airport Rd *****************************************"*****************~****~******~********* Cycle (sec): Loss Time (sec): Optimal Cycle, 120 16 (Y+R=4.0 sec) 66 Critical Vol./Cap. (X), Average Delay (sec/veh): Level Of Service: 0.657 20.8 C ***************************************************************************~~*** Street Name: Approach, Movement: Armada Palomar Airport Rd North Bound South Bound East Bound West Bound L T R L T R. L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include· Include Include Min. G·reen: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 o o 1 o 2 o 1 o 1 2 o 3 o 1 ·l o. 3 o 1 ------------1---------------11---------------11---------------11--------------1 Volume Module: Base Vol, 67 18 49 76 37 99 267 2200 127 65 1000 299 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 67 18 49 76 37 99 267 2200 127 65 1000 299 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: o o o o o o o o o o o o Initial Fut: 67 18 49 76 37 99 267 2200 127 65 1000 299 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj, 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 71 19 52 80 39 104 281 2316 134 68 1053 315 Reduct Vol: o o o o o o o o o o o o Reduced Vol: 71-19 52 80 39 104 281 2316 134 ,68 1053 315 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1:00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ·Final Vol.: 71 19 52 80 39 104 281 2316· 134 68. 1053 315 ------------1---------------11--------------11---------------11---------------1 Saturation Flow Module, Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 0.92 0.89 0.89 0.92 1.00 0.85 0.92 0.91 o.as 0.95 o.91 ·a.as Lanes: 2.00 0.27 0.73 2.00 1.00 1.00 2.00 3.oo 1.00 i.ob 3.00 i.oo Final Sat.: 3502 454 1237 3502 1900 1615 3502 5187 1615 1805 5187 1615 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.02 0.04 0.04 0.02 0.02 0.06 0.08 0.45 0.08 0.04 0.20 0.19 Crit Moves: **** ·•*** **** **** Green/Cycle, 0.06 0.09 0.09 ~-06 0.09 0.09 0.20 0.66 0.66 0:06 0.51 0.51 Volume/Cap: 0.35 0.46 0.46 0.36 0.22 0.68 0.40 0.68 0.13 0.65 0.40 0.38 Delay/Veh: 55.3 54.1 54.1 54.9 50.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 55.3 54.l 54.1 54.9 50.8 LOS by Move: E D D D D HCM2kAvgQ: 2 3 3 2 1 64.4 1.00 64.4 E 5 41.9 13.5 1.00 1.00 41.9 13.5 D B 5 20 7.8 1.00 7.8 A 2 68. 7 18.1 .18.1 1.00 1.00 1.00 68.7 18.1 18.1 E B B 4 9 7 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 8 07/24/2007 08:51 2010 AM .Filename, 2010AM-2.0UT Tue Jul 24, 2007 08:51:32 Ponto Vision 2010 Conditions AM Peak Hour Level Of ·service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Pa9.e Page 8°1 ******************************************************************************** Intersection #106 Palomar Airport Rd. / Hidden Val·ley ************************************************'******************************** Cycle (sec): 120 Critical Vol./Cap. (X): Loss .Time (sec): 12 (Y+R=4.0 sec) 51 Average Delay (sec/veh): 0. 613 14.1 B Optimal Cycle: Level Of _Service: ******************************************************************************** Street Name_: Hidden Valley Palomar Airport Rd. Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------i----"----------1·1-------~-------I 1---------------11---------------1 Control: Protected Protected· Protected Protected Rights: Include Include Ovl Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 .· 10 Lanes: 1 o O 1 o 1 o 1 O 1 1 o 3 O 1 1 O 2 -1 O ------------1---------------1l~--------------11---------------1 I-.-------------1 Volume Module: · Base Vol: 68 .35 53 9 O 13 70 2302 86 44 1476 45 Growth Adj: ·1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00, 1.00 1.00 1.00 Initial Bse: 68 35 53 9 O 13 70 2302 86 44 1476 45 Added Vol , o o o o o o o o o o o o PasserByVol: o o o o o o o o o o o o ·Initial Fut: 68 35· 53 9 0 13 70 2302 86 44 1476 45 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ·0.95 PHF Volume: 72 37 56 9 0 -14 74 2423 91 46 .1554 47 Reduct vol, o o o o o o o o o o o O Reduced Vol: 72 37 56 9 O 14 74 2423 91 46 1554 47 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1-.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 9 Final var·.: ... 72 37 56. -9 -.0 . ·14· 74 "2423. 91· 46 1554 · 47 · ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: · Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: O. 95 O. 91 O. 91 O. 95 1. 00 o. 85 O. 95 o ._ 91 O. 85 o. 95 O. 91 O. 91 Lanes, 1.00 0.40 0.60 1.00 1.00 1.00 1.00 3,00_ -•1.00 1.00 2.91 0.09 Final Sat.: 1805 688 1041 · 1805 1900 1615 1805 5187 1615 1805 5013. • 153-------------1---------------I 1---------------1 l-0 -------------I l---------0 -----f Capacity Analysis Module: Vol/Sat: 0.04 0.05 0.05. 0.01 0.00 0.01 0.04 ~.47 0.06 0.03 0.31 0,11 Crit Moves: **** ·**** **** **** Green/Cycle: 0.06 0.08 0.08 0.06 0.00 0.00 0.12 0.70 0.76 0.06 0.64 0. 64, ·Volume/Cap: 0.68 0.64 0.64 0.09 0.00 xxxx 0.34 0.67 ·,0. 07 0.44 0.49 0.49 Delay/Veh: 71.9 62.8 62.8 53.9 0-. 0 0. 0 · 49.4 10.6 3. 7 57.5 11. 5 11. 5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 71.9 62.8 62.8 53.9 0. 0 0.0 49:4 10.6 3.7 57.5 11.5 11. 5 LOS by Move: E E E D A A D B A E B B HCM2kAvgQ: 4 4 4 0 0 3 3· 19 1 2 11 11 *************************************~***~*****************************~**·*****~ Note, Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/_2007 08:51 2010 AM Filename: 2010AM-2.0UT Pa9.e 10 Tue Jul'24, 2007 08:51:32 Page 9-1 -------------------------------------------------------------------------------- Ponto Vision 2010 Conditions AM Peak Hour --------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) *************************************************************************~****** Intersection #107 College Blvd_/ Palomar Airport Rd ******************************************************************************** Cycle (sec) , .Loss Time (sec): 120 16 (Y+R=4.0 sec) 66 Critical Vol./Cap. (X): Average Delay (sec/veh): 0.659 35.7 D Optimal Cycle: Level Of Servi~e'. *******~*************************************************?*******~**************· Street Name, App,;oach: Movement: College Blvd Palomar Airport Rd North Bound South Bound East Bound West Bound L · T R L.. T R L T R L T R ------------1---------------11---------------11---------------11---------------1 .control, Protected Protected Protected Protected· Rights: Include Include Include Include Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: . 2 o 2 o 1 2 o 1 1 1 2 O 3 o 1 · 2 o 3 O 1 ------------1---------------11---------------11---------------11---------------1 Volume Module, Base Vol, 188 490 220 60 97 294 811 1566 58 56 822 38 )Wth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.1 1.00 1.00 490 220 60 97 294 811 1566 58 56 822 38 60 97 294 58 56 0 0 0 0 6 0 0 0 0 0 0 I 0 0 6 0 0 Vol, o o o o o o o o o o o o 0 0 0 0 o o 0 490 220 60 97 294 811 1566 58 56 822 38 221 60 97 294 58 56 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0:95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95. 0.95 1.00 0:95 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 0.95 0.95 lume: 198 516 232 63 102· 309 854 1648 61 59 865 40 516 63 102· 309 61 59 Reduct Vol, o o o o o o o o o o O o Reduced Vol, 198 516 232 63 102 · 309 854 1648 61 59, 865 40 PCE ,Adj: 1.00 1.00 1.00 . 1.00 1.00 1.00 1.00_ 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 198 51.6 232 · 63 102. 309-854 .1648-61-59 -865 40 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 0.84. 0·.84 0.92 0.91 0.85 o_.92 0.91 0.85 Lanes, 2.00 2.00 1.00 2.00 1.00 2.00 2.00 3.00 1.00 2.00 3.00 1.00 'Final Sat.: 3502 3610 1615 3502 1601 320~ 3502 5187 i615 3502 5187 1615 ------------1---------------11---------~-L---I 1---------------11---------------1 ·capacity Analysis Module: Vol/Sat: 0.06 0.i4 0~14 0.02 0.06 0.10 0.24 0.32 0.04 O.b2 0.17 0.02 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.21 0.21 0.06 0.17 0.17 0.36 0.51 0.51 0.09 0.'24 0 ._24 Volume/Cap: 0.56 0.68 0.69 0.31 0.38 0.58 0.68 0.63 0.07 0.18 0.68 0.10 Delay/Veh, 53.5 46.5 49.7 55.0 44.8 47.4 34.5 21.9 15.2 50.5 42.8 35.3 User DelAdj-: 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 AdjDel/Veh: 53.5 46.5 49,7 55.0 44.8 47.4 34.5 21.9 15.2 50.5 42.8 35.3 LOS by Move: D D D E D D C C B D D D liCM2kAvgQ: 4 10 9 1 4 6 15 16 1 1 12 1 *******~**************************************~********************************* Note, Queue reported is the number of cars per lane. Traffix-7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 2010 AM Filename, 2010AM-2.0UT Tue Jul 24, 2007 08:51:32 Ponto Vision 2010 Conditions AM Peak Hour --------------- Level Of Service Computation Report Pa9.e 11 Page 10-1 2000 HCM Operations Method (Future Volume ·Alternative) ******************************************************************************** Intersection #108 Palomar Airport/ Camino Vida Roble ******************************************************************************** Cycle (sec), Loss Time (sec) , Optimal Cycle, 120 16 (Y+R=4.0 sec) 71 Critical Vol./Cap. (X): Average .Delay (sec/veh)•: Level.Of Service, 0.695 30.1 C ····~··········································································· Camino Vida Roble Palomar Airport Road Street Name, Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights, Include Include Include Include Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, 2 o o 1 o 1 0 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module, Base Vol, ·196 120 82 56 32 32 108 1135 460 193 908 253 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 196 120 82' 56 32 32 108 1135 460 193 908 253 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol, o 0 0 0 0 0 0 0 0 0 0 0 Initial Fut, 196 120 82 56 32 32 108 1135 460 193 908 253 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 ~.00 1.00 1.00 PHF Adj : . 0. 95 O. 95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 -0. 95 PHF Volume: 206 126 86 59 34 34 114 1195 484 203 956 266 Reduct Vol: 0 0 0 ·0 0 0 0 0 0 0 0 0 Reduced Vol: 206 126 86 59 34 34 114 1195 484 203 956 266 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 206 126 86 ·59 34-34 114 1195 484 203 956 266 ------------1---------------1l--~------------11---------------11---------------1 .Saturation Flow Module, Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.94 0.94 0.95 1.00 0.85 0.95 0.87 0.87 0.95 0.88 .0.88 Lanes: 2.00 0.59 0.4i .1.00 1.00 1.00 1.00 2.13 0.87 1.00 2.35 0.65 Final Sat.: 3502 1060 724 1805 1900 1615 1805 3532 1432 1805 3923 1093 ------------1---------------11---------------11---------------11---------:-----1 Capacity Analysis Module: -Vol/Sat: 0.06 0.12 0.12 0.03 0.02 0.02 0.06 0.34 0.34 0.11 0.24 -0.24 Crit Moves: Green/Cycle, Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.09 0.17 0.63 0.71 =i6.l 54.4 1.00 1.00 56.1 54.4 E D 5 9 0.17 0.71 54.4 1.00 54.4 D 9 0.06 0.13 0.56 0.13 61.6 46.1 1. 00 1. 00 61.6 46.1 E D 3 1 0.13 0.16 46.4 1.00 46.4 D 1 0.13 0 .48 0.48 0.71 49.9 25.5 1.00 1.00 49.9 25.5 D C 4 18 0.48 .o. 71 25.5 1.00 25.5 C 18 0.16 0.51 0. 71 0. 48 55.5 19.3 1.00 1.00 55.5 19.3 E B 8. 11 0.51 0.48 19.3 1.00 19.3 B 11 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 2010 AM Filename, 2010AM-2.0UT Tue Jul 24, 2007 08:51:32 Ponto Vision 2010 Conditions AM Peak Hour --------------- Level Of Service Computation Report Pa9.e 12 Page 11-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #109 El Camino Real/ Palomar Airport Road ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 16 (Y+R=4.0 sec) 180 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.977 49.3 D ******************************************************************************** Street Name, Approach: Movement: El Camino Real Palomar Airport Road North Bound South Bound East Bound West Bound L T .R L T R L T R L T R ------------1------------~--11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights, Ovl Ovl Include Include Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, 1 o 3 o 2 2 0 3 0 1 2 0 2 1 0 2 0 3 0 2 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 70 1214 523 509 716 375 119 771 76 537 1226 1111 Growth Adj: 1.00 1.00 1.00 1·.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 70 1214 523 509 716 375 119 771 76 537 1226 1111 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol, 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut, 70 1214 523 509 716 375 119 771 76 537 1226 1111 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95. 0.95 0.95 0.95 0.95 PHF Volume: 74 1278 551 536 754 395 125 812 BO 565 1291 1169 Reduct Vol: o o o o o o o o o o o o Reduced Vol: 74 1278 551 536 754 395 125 812 80 565 1291 1169 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ·1.00 1.00 Final Vol.:. 74 1278 551· 536 754 395 125 812 80 565 1291 _1169 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.75 0.92 0.91 0.85 0.92 0.90 0.90 0.92 0.91 0.75 Lanes: 1.00 3.00 2.00 2.00 3.00 1.00 2.00 2.73 ·0.27 2.00 3.00 2.00 Final Sat., 1805 .5187 2842 3502 5187 1615 3502 4660 459 3502 5187 2842 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.25 0.19 0.15 0.15 0.24 0.04 0.17 0.17 0.16 0.25 0.41 Crit Moves, Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.09 0.25 0.47 1.00 54 .4 71.2 1.00 _1·.00 54.4 71.2 D E 3 23 0.47 0.41 21. 0 1.00 21.0 C 8 0.15 0.31 1.00 0.47 90.5 33.5 1. 00 1. 00 90.5 33.5 F C 15 8 0.37 0.66 34.3 ·1.00 34.3 C 13 0.06 0.24 0.61 0.72 60.6 43.6 1.00 1.00 60.6 43.6 E D 3 12 0.24 0.72 43.6 1.00 43.6 D 12 0.23 0.41 0.41 0.72 0.61 ·1.00 46.1 28.3 62.5 1.00 1.00 1.00 46.1 28.3 62.5 D 11 C 14 E 31 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7 .. 8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 2010 AM Filename: 2010AM-2.0UT Tue Jul 24, 2007 08:51:32 Ponto Vision 2010 Conditions AM Peak Hour --------------- Level Of Service Computation Report Pa.9.e 13 Page 12-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #110 Palomar Airport Road/ El Fuerte **********************************************~********************************* Cycle (sec): Loss Time · (sec) Optimal Cycle: 120 .Critical Vol./Cap. (X): 16 (Y+R=4.0 sec). Average Delay (sec/veh): 180 Level Of. Service: 1.108 91. 5 F *********************************************************·*********************** Street Name: El Fuerte Palomar Airport Road Approach:. Movement: North Bound South Bound. East Bound West Bound L T R L T · -R L T R L T R ------------1---------~-----I 1---------------11---------------11---------------1 Control: · Protected Prote.cted Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10. 10 Lanes: 2 O 1 1 O 2 O 1 1 O 2 o 3 O 1 2 O 2 1 O ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 348 123 69 92 6 63 590 1207 21 70 2704 372 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 l.00 1.00 1.00 Initial Bse: 348 123 69 92. 6 63 590 1207 21 70 2704 372 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0. 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: .348 123 69 92 .6 63 590 1207 21 70 2704 372 User Adj: 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 ·O. 95 0 .95 ·0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 366 129 73 97 .6 66 621 1271 22 74 2846 392 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 366 129 73 97 6 66 621 1271 22 74 ·2846 392 PCE Adj: 1.00 1.00 1.00· 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 -1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00. l. 00. Final :vol: : 366 .. 129 73· 97 . ~6 66 621 1271 22 74 2846· 392 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.90 0.90 o .. 92 0. 82 0.82 0.92 0.91 0.85 0.92 0.89 0.89 Lanes: 2.00 1.28 0.72 2.00 LOO 1.00 2.00 3.00 1.00 2.00 2.64 0.36 Final Sat.: 3502 2188 1227 3502 1558 .1558 3502 5187 1615 3502 4478· 616 ---------.--1---------------11---------------11--------------11---------------i Capacity Analysis Module: Vol/Sat: 0.10 0.06 0.06 0.03 0.00 0.04. 0.18 0.24 0.01 0.02 0.64 0.64 Crit Moves: **** **·** **** **** Green/Cycle: 0.09 0.10 0.10 0.07 0.08 0.08 0.15 0.56 0.56 0.13 0.54 0.54 Volume/Cap: 1.17 0.58 0.58 0.39 0.05 0.51 1. 1 7 0. 44 0.02 0.16 1.17 1.17 Delay/Veh: 160.5 54.0 54.0 54.3 50.6 55.8 146.7 15.5 11. 8 46.2 109 108.8 User DelAdj: 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 AdjDel/Veh: 160.5.54.0 54.0 54.3 50.6 55.8 146.7 15.5 11.8 46 ._2 109 108.8 LOS by Move: F D D D D E F B B D F F HCM2kAvgQ: 13 5 5 2 0 3 21 10 0 1 67 · 67 **********************************************~********************************* Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 · 2010 AM Filename: 2010AM-2.0UT Tue Jul 24, 2007 08:51:32 Ponto Vision 2010 Conditions AM Peak Hour Pa.9.e 14 Page 13-1 --------------------------·------------------------------------------------------ Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alte·rnative) ******************************************************************************** Intersection #111 Palomar Airport Road/ Melrose Drive_ ******************************************************************************** Cycle (sec): Loss Time (sec), Optimal Cycle: 120 16 (Y+R~4.0 sec) 180 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 1. 000 55.0 D **********************************************************~'******************** Street Name: Me1rose Drive Palomar Airport Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 ·10 Lanes: 2 o 4 o 1 2 o 3 o l 2 o 3 o 1 2 o 3 o 1· ------------1---------------1 l------------0 --I 1-----------0 ---11---------------1 Volume Module: · Base Vol: 498 1032 426 141 281 300 400 1033 105 264 1977 222 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 498 1032 426 141 281 300 400 1033 105 264 1977 222 426 141 400 1033 105 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: o o o o o o o o o o o o 0 0 0 0 0 0 498 1032 426 141 281 300 400 1033 105 264 1977 222 426 141 400 1033 105 Adj: -1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 dj:: 0.95 0.95 0:95 0.95 0.95. 0.95 0.95 0.95 0.95 0.95 -0.95 0.95 PHF Volume: 524 1086 448 148 296 316 421 1087 111 278 2081 234. 1.00 0.95 524 LOO 1.00 0 :95 0.95 1.00 1.00 1.00 0.95 0.95 0.95 Reduct Vol: o O O O o o O o o o o o Reduced Vol: 524 · 1086 448 148 296 316 421 1087 · 111 278 2081 234 PCE Adj:: 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 1.00 1.'00 1.00 1.00 1.00 Final Vol.: 524·1086 448 148 296-·316 421 io87 -111 278. 2081. 234 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 ·1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85' 0.92 o.91 0.85 0.92 0.91 o.85 Lanes: 2.00 4.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3502 6916 1615 3502 5187 1615 3502 5187 1615 3502 5187 i615 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: · Vol/Sat: 0.15 0.16 0.28 0.04 0.06 ·0.20 0.12 0.21 O.b7 0.08 0.40 0.14 Crit Moves: **** Green/Cycle: 0.15 0.29 0.29 Volume/Cap: 1.00 0.55 0.97 Delay/Veh: 90.3 36.7 77.3 User DelAdj: 1.00 1.00· 1.00 AdjDel/Veh: 90.3 36.7 77.3 LOS by Move: F D HCM2kAvgQ: 15 10 E 22 **** 0.06 0.20 0.20 0.71 0.29· 1.00 65.9 41.3 98.9 1.00 1.00 1.00 65.9 41.3 98.9 E D F 4 3 17 0.12 0.38 1. oo o _·55 96.7 29.7 1.00 1.00 96.7 29.7 F C 12 12 0.38 0.18 25 .. o 1.00 25.0 C 3 0.14 0.40 0:55 1.00 49.2 55.7 1.00 i.oo 49.2 ·55_ 7 D 6 'E 35 0 ._40 0.36 25.5 1.00 25.5 C 6 ******************************************************************************** Note: Queue reported is the number of .cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE .07/24/2007 08:51 Filename: 2010AM-2.0UT Pa.9.e 15 2010 AM Tue .Jul 24, 2007 08:51:33 Ponto Vision 2010 Conditions AM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Page l4cl ******************************************************************************** Intersection #112 ·carlsbad Blvd. / Island Way.: *********************************************·*****************************~***** Cycle (sec): 100 Critical Vol./Cap. (X): Loss Time (sec): 12 (Y+R=4.0 sec) 39 Average ·Delay (sec/veh).: 0.336 0.i A Optimal Cycle: Level Of Service: ******************************************************************************** Street Name: Carlsbad Blvd. Island.Way Approach:: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R -----------c· I C --------------I I ---------------I I ---------------I I ---------------I Control: Rights: Min. Green: ·Lanes: Protected Protected Protected Protected Include Include Include Include 7 10 10 7 10 10 7 10 10 7 10 10 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------1---------------11---------------11---------------1 lc--------------1 Volume Module:. Base Vol: Growth Adj: Initial Bse: Added Vol: PasserByVol: Initial Fut: User Adj: PHF Adj: PHF Volume: Reduct Vol: Reduced ·vol: PCE Adj: MLF Adj: Final Vol.: 0 394 1.00 1.00 0 394 0 0 15 1.00 15 0 36 968 0 1.00 1.00 ·1.00 36 968 0 0 0 0 0 0 1.00 1.00 0 0 0 0 0 1.00 0 0 16 0 1.00 1.00 16 0 0 0 20 1.00 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 394 15 36 968 0 0 0. 0. 16 0 20 1.00·1.00 1.00 1.00 1.00. 1.00 1.00 .1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 0.95•0.95 0.95 0.95 0.95 0.95 0 415 16 38 1019 0 0 0 0 17 0 · 21 O· 0 0 0 O O O O 6 0 0 O 0 415 16 38 1019 0 0 0 0 17 0 21 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00. 1.00 ·1.00 1.00 -1.00 1.00 1.00 1.00 1.00 1.00 1.00. 1.00 1.00. 1.00 1.00. 0 . 415 16 38 1019 0 6 0. 0 1 i -0 21 ------------1---------------11---------------11---------------1 [c"-------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900-1900 1900 Adjustment: 1.00 0.94 0.94 0.95 0.95 1.00 1.00 1.00 1.00 0.95,1.00 0.85 Lanes: 0.00 1.93. 0.07 1.00 2.00 o.oo 0.00.0.00 0.00 1.00 0.00 1.00 Final Sat.:, O 3457 132 1805 3610 O O O O 1805 .Q .1615 ------------1°--------------11---------------11---------------11---------------1 Capacity Analysis Module: ·vol/Sat: o.oo .0,12 0.12 0.02 0.·28 o·.oo o.oo o.oo .o.oo 0.01 ·o.oo. -0.01 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0 .-00. 0 .49 0.00 0.24 0.0 14.7 1. 00 1. 00 o.o 14.7 A B 0 4 0.49 0.24 14.7 1.00 14.7 B 4 0.29 0.78 0.07 0.36 26.0 3.5 1. 00 1. 00 26.0 3.5 C A 1 5 o.oo 0.00 0.00 0.00· 0.00 0.00 0.0 0.0 · 0.0 1.00 1.00 1.QO 0.0 0.0 o.o A A A 0 0 0 0.00 0.10 0.00 o.oo 0.09.0.00 0.0 .. 41.1 0.0 1.00 .·1.00 1.00 0.0 41.1 0.0 A D 1 A 0 **** 0.10 0.13 .41.4 1.00 41. 4 D 1 *************************************************~***********~****************** Note: Queue reported is the number of cars per lane. · Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 Filename: 2010AM-2.0UT Pa.9.e 16 2010 AM Tue Jul 24, 2007 08:51:33 Page 15-1 -------------------------------------------------~------------------------------- Ponto Vision 2010 Conditions AM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #113 Carlsbad Blvd/ Breakwater Rd. ·•*******************************************~*********************************** Cycle (sec).: Loss Time •(sec): Optimal Cycle: 100 12 (Y+R=4.0 sec) 39 Critical Vol./Cap. IX): Average Delay (sec/veh): Level Of ·service: 0.318 12.6 B -~****************~****************************************************?********* Street Name: Carlsbad Blvd Breakwater Rd. Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11--------~------I Control: Permitted Protected · Protected· Protected Rights: Include Include • Include Inc.lude Min. Green: 7 10 10 7 16 10 7 10 10 7 10 10 Lanes:· 1 O 1 1 O 1 o 2 o O O O b O o 1 o O o 1 -------~----l"--------------11---------------11--------------~ 1---------------1 Volume Module: · Base Vol: o 368 14 7 926 O O O o 25 o 15 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: o 368 14 7 926 o o O o 25 o 15 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: o o O o o O O O o o o o Initial Fut: 0 368 14 7 926 0 O O O 25 O 15 user Adj: 1.00 1.00 1.00 1.00 1.00 · ~-00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 387 15 7 975 0 0 0 0 26. 0 16 Reduct Vol: O O O O O O O O o o o · O. ReducedVol: 0.387 15 7 975 O O o o 26 o 16 PCE Adj: 1.00 1.00 LOO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final voL·, o 387 15 ·7 975~ o· -~ o--o· o•--26 o · -15 ------------1---------------.11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.94 0.94 0.95 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 1.00 1.93 0.07 1.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 1900 3457 132 1805 3610 o O O o 1805 o 1615 ------------l---------------11---------------11---------------11---------------1 Capacity Analysis Module: . Vol/Sat: 0:00 Ocll 0.11 0.00 0.27 0.00 0.00 0.00 0.00 0.01 0.00 0.01 Crit Moves: Green/Cycle: 0.00 0.25 0.25 0.53 0.78 0.00 Volume/Cap: 0.00 0.45 0.45 0.01 Delay/Veh: 0.0 31.9 31.9 11. 2 1.00 11.2 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 0.0 3.1.9 31.9 LOS by Move·: A C c. HCM2kAvgQ, 0 6 6 B 0 0.35 3.4 1.00 3.4 A 5 0.00 0. 0 1.00 0.0 A 0 0.00 0.00. o.oo 0.00 0.00 0.00 0.0 0.0 o.o 1. 00 1. 00 o.o 0.0 A 0 A 0 1.00 o.o A 0 0.10 0.00 0.15 o.oo 41. 5 0. 0 1. 00 1. 00 41.5 0.0 D 1 A 0 0.10 0.10 41. 2 1.00 41.2 D 1 ******************************************************************************** Note: Queue report~d is. the number of cars per lane. T.raffix,7.8.0715 ·(c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/.1.i..f.22 .. .07 08,51 Filename, .2010AM-2.0UT Pag_e 17 2010 AM -Tue JuL 24, 2007 08,51,33 .Page 16 .. 1 Ponto Vision 2010 Conditions - AM Peak Hour --------~------------------------~---------------------------------------------- Level Of Service Computa~ion Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #114 Carlsbad Blvd. / Poinsettia Lane ******************************************************************************** Cycle. (sec), Loss Time (sec) Optimal Cycle, 100 16 (Y+R=4-~ sec) 52 Critical·vol./Cap. (X), Average Delay (sec/veh), .L~vel Of Service, 0.542· 28.3 C ******************************************************************************** Carlsbad Blvd. Poinsettia Lane Street Name·, Approach, North Bound South Bound East Bound West Bound _ L T _ R"-L T _ R L T R L . T_. R ---.... -------1---.... --.. --.......... 11-.... ~ .. ------~---I 1---------.. --.. --1 l .. -.. -...... 0 .. --........ I Movement: Control, Protected Prbtected Protected Protected. Rights, ·, Include Include Include . Include Min. Green, 7 10 10 7 lQ 1b 7 10 10 7 10 10 Lanes, 1 o 2 o 1 2 O 2 O 1 1 O 1 O 1 1 O O O 1 .... -.. ---~---.. 1 .............................. 11 ........ -----------11---:--.. -.............. 11 .. ~-............ :_ ........ 1 Volume Module, Base Vol, Growth Adj, Initial Bse, Added Vol, PasserByVol, Initial Fut, User .Adj, PHF Adj, PHF Volume, Reduct Vol, 1 866 1.00 1.00 1 866 0 0 0 0 1 866 1.00 _1.00 0.95-0.95 •l 912 0 0 112 1.00 112 0 0 112 1.00_ 0.95 1~8 0 116 826 1. 00 1. 00 116 826 0 0 ·o 0 21 1.00 21- 0 0 116 826 21 1.00 1.00· .1.00 o.95 o.95 0:95 122 869 22 0 0 12 16 10 273 0 1.00 1.00 1.00 1.00 1.00 12 16 10 273 0 0 0 0 0 0 o o o o o_ 12 16 10 273 0 1.00.1.00 •.. 1-..00-1.00 1.00 0.95 0.95 0.95 0.95 0.95 13 0 17 0 11 0 287 0 0 0 91 1.00 91 0 0 91 1.00· 0. 95-· 96 0 Reduced Vole ,.1 912 118 122 869 22 13 17 11 287 O 96· -PCE Adj, 1_.00 1.0·0 1-.00 1.00 1.00 1.00 1.00 1.00 _ 1.00 1.00 1.00 1.00 M.LF Adj, 1.00 1.00 1.00 1.00 LOO 1.00 1.00 1.00 1.00 _ 1.00 1.00 1.00, Final Vol:, :t. 912 · 118 122 869 -22 · 13 ·17 11. 287" 0 96 .. ---------... 1 ................ ___ ........ 11 ...... --.. -.... -.. ----11-.. -.. --.................. 11--.... · ........ --.. ---1 Saturation Flow Module, Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 0.95. 0.95 0.85 0.92 0.95 0.85 0.95 1.00 0.85 0.95 1.00 0.85 • Lanes, 1.00 2.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00-1.00 0.00 1.00 Final Sat:, 1805-3610 1615· 3502 3610 1615 1805 1900 1615 1805 O 1615 --........ -----1 .. -...... -.... -.... ----I I--------------11------.. -.... -.. -.... 11 ............................ 1 Capacity Analysis Module, · Vol/Sat, 0.00 0.25 0.07 0.03 0.24 0'.01 · 0.01 0.01 .0.01 0.16 0.00 0.06 Crit Moves, Green/Cycle, Volume/Cap, Delay/Veh, _User DelAdj, AdjDel/Veh, LOS by Move, HCM2kAvgQ, 0.11 0.41 0.01 0.61 39.8 24.0 1.00 1.00 39.8 24.0 D C 0 12 0.41 0.18 18.8 1.00 18.8 B 2 0.07 0.37 0.50 0,65 46.4 27.0 1. 00 1. 00 46.4 27.0 D · C 3 12 0.37 0.04 20.0 1.00 20.0 B 0 0.15 0.10 -0.05 0.09 36.6 41.1 1. 00 1. 00 36.6 41.1 D D_ 0 1 0.10 0.07 40.9 1.00 40.9 D 0 0.26 0.00 0.61 0.00 35.1 0.0 1. 00 1. 00 35.1 _0.0 D A 9 0 0.11 0.53 45.1 1.00 45.1 D 4 **********************************************************~*~****~************** Note, Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08,51 Filename, 2010AM~2.0UT Pag_e 18 2010 AM Tue Jul 24, 2007 08,51,33 Page 17 .. 1 ----------------------· -·-~, ---------------------------------------------------- Ponto Vision 2010 Conditions AM Peak Hour . . . . Level Of Service Computation Report 2000 HCM Operations Method· (Future Volume Alternative) *********************** Intersection #115 Avenida Encinas/ Poinsettia Lane -*~************************************************************************~***** Cycle·. (sec), Los_s Time -(sec),_ Optimal Cycle, 100 12 (Y+R=4.0 sec) 47 Critical Vol./Cap. (X), Average Delay (sec/veh), Level Of Service, 0.585 32.3 C * *.* * * * * * ··*·*·* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Street Name, Approach, Movement: Avenida Encinas Poinsettia Lane North Bound South Bound East Bound West Bound L T R L T R L T R L T R ........ --~ ...... 1 .. -...... --.......... --11 .... --.... ----.. ~ .. --11--·_ .. ____ ...... -.... 11-........ _ .............. ·-1 Control, Rights, M1n. Green, Lanes: Protected Protected Protected. Protected . Include Include Include· Include 7 10 10 7 10· 10 7 10 10 7 10 10 1 0 1 .0 1 1 0 1 0 1 1 0 2 1 0 . 2 0 2 0 1 ........ --------1---.. --.-.......... --11---.... ---.. -.... ---11--.. ---.--.. -.. ---11-.. -.. -.............. -.... 1 Volume Module, Base Vol, 43 85 424 123 62 33· 45 113 38 292 263 215 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 43 85 424 123 62 33 45 113 38 292 263 215 Added Vol: 0 O O O O O O O O O O 0 PasserByVol, O O O O O O O o O O o O Initial Fut: 43 85 424 123 62 33 45 113 38 292 263 215, User Adj, 1.00 1.00 1.00 1.00 1."00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 · PHF Adj, ·o. 95 0. 95 0 .. 95 · 0, 95 0. 95 · 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 PHF Volume, 45 89 446 129 65 35 47 119 40 307, 277 226 Reduct Vol, O O O O a" O O O O • O •. O O ·Reduced Vol, 45 89 446 129 65 ·35 47 119 40 307 277 -226 PCE Adj, 1.00 1.00 I.00 1.00 1.00' '1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1:00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final ·vol:, 45 89 446 129 65 35 47 119 -4-0 307 -277 ·226 ------------1----·----------11----------.. ----11------...... --........ 11 .................... -.. ---1 Saturation Flow Module, Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 0.95 1.00 0.85 0.95 1.00 0.85 0.95 0.88 0.88 0.92 0.95 0.85 Lanes, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.25 0.75 2.00 2.00 1.00 -Final Sat., 1805 1900 1615 1805 1900 1615 1805 3734 1256 3502 3610 1615 ...................... 1 ............ -.... -·-.. _-·I 1 ............................ I 1 .......................... -.. 1 I · .. --------.. ----1 Capacity Analysis Module, Vol/Sat, 0.03 0.05 0.28 0.07 0.03 0.02 0.03 0:03 0.03 0~09 0.0~ 0.14 Crit Moves, Green/Cycle, Volume/Cap,. Delay/Veh, •User DelAdj, :AdjDel/Veh, LOS by Move, .HCM2kAvgQ, 0 .·24 0 ._46 0.11 0.10 29.9 15.4 1.00 ·1.00 29.9 15.4 C B 1 2- 0.46 0.60 21. 7 1.00 21. 7 C 11 0 .12 0 .. 34 0.60 0.10 46.6 22.6 1. 00 1. 00 46.6 22.6 D C 5 1 0.34 0.06 22.3 LOO 22.3 C 1 0.07 0.16 0.37 0.20 46.3 36.5 1.00 1.00 46.3 36.5 D D 2 2 0.16 0.20 36.5 1.00 36.5 D 2 0.14 0.23 0.62 0.33 42.8 32.1 1.00 1.00 42.8 32.1 D C 6 4 0.23 0.60 37.0 1.00 37.0 D 7 ******************~************************************************************* .Note, Queue reported_ is the number of cars per lane. Traffix 7-.8".0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 2010 AM ·Filename: 2010AM-2,0UT Tue Jul 24, 2007 08:51:33 Ponto Vision 2010 -conditions AM Peak Hour Level Of Service Computation Report Page 19 Page 18-1 2000 HCM Operations Method-(Future Volume Alternative) •~******~~********************************************~************************* Intersection #116 I-5 SB Ramps/ Poinsettia Lane ~******************************************************************************** Cycle ( sec) : Loss Time--(sec): Optimal Cycle: 100 12 (Y+R=4.0 sec) 50 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.623 25.9 C ********************************************************~*********************** Street Name: I-5 SB Ramps Poinsettia. Lane Approach:, North Bound South Bound East Bourid West Bound Movement : L T R L T -R L T R L T R ------------1---------------11---------------1l-----~---------11---------------1 Control, Protected· Permitted Protected · Protected . Rights, Include Include Include Include Min. Green: 7 10 10 7 10 . 10 7 10 10 7 10 10 · Lanes: o o o o o 1 1 o o 1 O O 2 O 1 2 O 2 O O ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: ,Growth Adj: Initial Bse, Added Vol: . 0 0 1.00 1.00 0 0 0 0 0 1.00 0 0 203 4 1. 00 1. 00 203 4 0 0 340 1.00 340 0 0 492 1. 00 1. 00 0 492 0 0 277 1.00 277 0 485 839 1.00 -1.00 485 839 0 0 0 1.00 0 0 PasserByVol: o O O O O O O o O O O O Initial Fut: 0 0 0 203 4 340 0 492 277 485 839 0 User Adj: ~.00 1._00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOO 1.00 1.00 PHF Adj: 0.95 0.95• 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 214 4 358 0 518 292 511 883 0 Reduct Vol: O O o O O O O O O O O O Reduced Vol: o o O 214 4 358 O 518 292 511 883 O PCE Adj: 1.00 1_.oo 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final ·vol.: o o o·· ·214 4 358 o 518 292· 511 883 -o ------------]----c----------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 ~900 Adjustment: 1.00 1.00 LOO 0.94 0.94 _0.85 1.00 0.95 0.85 0.92 0.95 1.00 Lanes: o.oo 0.00. 0.00 .1.96 ,0.04 1.00 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: O O O 3518 69 1615 O 3610 ·1615 · 3502 3610 O --~---------1--------------~I l-------0 -------I 1---------------11"0 ---------~---I Capacity Analysis Module: · Vol/Sat: 0.00 0.00 0.00 0.0~ 0.06 ,Q,22 0,00 0.14 0.18 0.15 0.24 O.OQ Crit Moves: Green/Cycle: 0.00 0.00 ,volume/Cap: -0.00 0.00 Delay/Veh, 0.0 0.0 User DelAdj: 1.00 1.00 AdjDel/Veh: 0.0 0.0 LOS by Move: A A HCM2kAvgQ: 0 o· o.oo 0.00 0. 0 1.00 o.o A 0 0.36 0.36 0.17 0.17 22.1 1.00 22.1 C 2 22.1 1.00 22.1 C 2 0.36 0. 6_2 28 .. 8 1.00 28.8 C 10 0.00 0.29 0.00 0.49 0. 0 2 9 c8 1. 00 1. 00 o.o 29.8 A C 0 7 0.29 0.62 33.4 1.00 33. 4 . C 9 0.23 0.52. 0.00 0.62 0.47 _35.8 15.2 1. 00 1. 00 35.8 15.2 D B 8 9 ,0. 00 0-. 0 ·1. 00 0. 0 A 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.· Traffix 7.-8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 07/24/2007 08:51 Filename: 2010AM-2.0UT' Page 20 2010 AM Tue Jul 24, 2007 08:51:33 Page 19-1 -------------------------··• : ___________ . __________________ · _____________________ _ Ponto Vision 2010 Conditions AM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #117 I 7 5 NB Ramps/ Poinsettia Lane *************************************************************~****************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 12 (Y+R=4.0 sec) 71 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.773 29.9 C ******************************************************************************** Street Name: I-5 NB Ramps Poinsettia Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------1-1---------------I .Control: Permitted Protected· Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: . o ·1 o O 2 O o o o o 1 O 2 O b o o 3 o 1 ------------1---------------11---------------11----, ---------11---------------1 Volume Module: · Base Vol: 220 6 · 901 o o o 200 595· o o 1056 353 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 220 6 901_ o o o 200 585 O o 1056 353 Added Vol: 0 0 0 0 0 0 O O O O O 0 PasserByVol: o O O o o · O O O o o o o Initial Fut: 220 6 901 0 0 0 200 585 0 0 1056 353 User Adj: 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 232 6 948 0 0 0 211 616 0 0 1112 372 Reduct Vol: O o O O O O O O o o O O Reduced Vol: 232 6 948 o o o 211 616 o O 1112 372 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final VOL:' 232 6. 948 0 -o· ···o · 211 ·616 0 0 1112· 372 ------------1------~--------I 1---------------11--------------. I 1---------------1 Saturation Flow Module,. Sat/Lane: 1900 1900 1900 19bO 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, ·o.97-,0.·97 0.75 · 1.00· 1_.00 1.00 0.95 0.95 1.00 ·1.00 o-.91 0.85 Lanes, ·o.97:0.-03 ·2.00 -0.00 o.oo o.oo 1.00 2.00 o.oo o.oo 3.00 1.00 Final .Sat.: 1796 49 2842 o o o 1805 3610 O o 5187 1615 ------------1---------------11---------------1 I-· .------------11---------------1 Capacity Analysis Module: · Vol/Sat: 0.13 0.13 0.33 o.oo 0.00 0.00 0.12 0.17 o.oo o.oo 0.21 0.2·3 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.43 0.43 0.30 0.30 18.8 18 .. 8 1. 00 1. 00 18.8 18.8 B B 5 5 0.43 0.77 27.4 1.00 27.4 C 16 o.oo o.oo 0.00 0.0 1.00 0.0 A 0 0.00 0.0 1.00 0.0 A 0 0.00 0.00 0.0 1.00 o.o A 0 0.15 0.45' o.oo 0.77 0.38 o.oo 53.6 18.5 0.0 1. 00 1. 00 53.6 18.5 D B 8 7 1.00 0. () A 0 0.00 0.30 o.oo 0.72 0.0 33.1 1.00 1.00 0.0 33.1 A C 0 12 0.30 0.77 39.7 1.00 39.7 D 12 ******************************************************************************** Note, Queue reported is 'the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 2010 AM F.:i.lename: 2010AM-2.0UT Tue Jul 24,-2007 08:51:33 Ponto Vision 2010 Conditions AM Peak Hour ------------- Level Of Service Computation Report Pa9.e 21 .Page 20cl 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #118 Paseo Del Norte/ Poinsettia Lane ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: .100 _12 (Y+R=4.0_sec) 60 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.702 28.0 C *****~***********************~~···•·********************************************* Street Name: Paseo Del Norte Poinsettia Lane North Bound South Bound East Bound West Bound L T ·R L T R L . T R L i R Approach: Movement: ------------1.~-------------11---------------11---------------11-----------~---I Control: Permitted Permitted. Protected Protected. Rights.: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Llnes: 1 o o 1 o 1 o o 1 O 2 ·O 2 o 1 1 O 1 1 o ------------1---------------11---------------11---------------11--------------1 Volume Module: Base Vol: Growth Adj: Initial Bse: Added Vol: PasserByVol: Initial Fut: User Adj: PHF Adj: PHF Volume: Reduct Vol: 48 17 1.00 1.00 48 17 0 0 0 0 48 17 1.00 1.00 0.95 0.95 51. 18 0 0 25 1.00 25· 0 0 25 1.00 0.95 26 0 56 3 1.00 1.00 56 3 0 0 56 1.00 0.95 59 0 0 0 3 1.00· 0.95 3 0 320 1.00 320 0 0 320 1.00 0.95 337 0 42 9. 884 1.00 1.00 42 9 884 0 0 0 0 429 884 1.00 1.00 0.95 0.95 452 931 0 0 21 1.00 21 0 0 21 1.00 0.95 22 0 4 886 1.00 1.00 4 886 0 0 0 0 4 886 1.00 1.00 0.95 0.95 4 933 0 0 61 1.00 61 0 o· 61 1.00 0.95 64 0 Reduced Vol: 51 18 26 59 3 337 452 931 22 4 933 64 PCE Adj: 1.00.1.00 1.00 1.00·1.oo 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _l.00 Ffnal vol., 51 ·18 26 ··59 3 ·-337 ~ 452 93°1 22· 4 ·933 64 ------------1---------------11---------------11--------C------I l-·--------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.33 0·.91 0.91 0.73 0.85 0.85 0.92 0,95 0.85 o .. 95 0.94 0.94 .Lanes: 1.00 0.40 0.60 1.00 0.01 ~-99 2.00 2.00 1.00 1.00 1.87 ~.13 Final -Sat.: 618 701 1030. 1391 15 1602 -3502 3610 1615 1805 3344 230 ------------1---------------11---------------11---------------1 l•--------------1 Capacity Analysis Module: Vol/Sat: 0.08 0.03 0.03 0.04 0.21 0.21 0.13 ~.26 0.01 0.00 0.28 0.28 Crit Moves: _Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.30 0·.30 0.27 0.09 27.5 25.3 1.00 1.00 27.5 25.3 C C 1 1 0.30 0.09 25.3 1.00 25.3 C 1 0.30 0.30, 0.14 0.70 25.8 35.7 1. 00 1. 00 25.8 35.7 C D 1 10 0.30 0.70 35.7 1.00 35.7 D 10 0.18 0.46 0.70 0.56 41.8 20.3 1. 00 1. 00 41.8 20.3 D C 8 11 0.46 0.03 15.0 1.00 15.0 B 0 0.12 0.40 0.02 0.70 38.5 26.8 1. 00 1. 00 38.5 26.8 D C 0 14 0.40 0.70 26.8 1.00 26.8 C 14 **********************************************~********************************* Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. -Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 2010 AM Filename, 2010AM-2.0UT Tue Jul 24, 2007 08:51:33 ·Ponto Vision 2010 Conditions AM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Pa9.e 22 Page 21-1 *********************************************************"*********************** Intersection #119 Paseo Del Norte/ Camino de las Ondas ******************************************************************************** Cycle.,(sec) :. Loss Time (sec): Optimal Cycle: .. 100 16 (Y+R=4.0 sec) 57 Critical Vol. /Cap ._(X): Average Delay (sec/veh): Level Of Service: 0.601 29.9 C ********·**~********************************************************************* Street Name, Approach: Movement: Paseo Del Norte Camino de las Ondas North Bound· South Bound East Bound_ West Bound L T R . L T R L T R L T R ----------~-1--~------------I 1---------:-----11---------------11----------~----I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 ~-~---------1---------------11---------------11---------------11---------------1 Volume Module: Base·Vol: Growth Adj: Initial Bse: Added Vol·: 11 330 1.00 1.00 11 330 0 0 197 1.00 197 0 63 232 1. 00 1. 00 63 232 0 0 7 1.00 7 0 20 1'3 1.00 1.00 20 13 0 0 29 1.00 29 0 228 6 1. 00 1. 00 228 6 0 0 96 1.00 96 0 PasserByVol·, O O O o o o o o o 0-o o Initial Fut: 11 330 197 63 232 7 20 13 29 228 6 96 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 12 347 207 66 244 7 21 14 31 240 ·6 101 Reduct Vol: 0 0 0 o o o o o o o o o Reduced Vol: 12 347 207 66 244 7 21 14 31 240 6 101 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Firial Vol.,: ·12 3'47 -· 207 · 66 244 7 ·21 14 31 240 5·-·1,01 ------------1---------------11----------~----I 1---------------11-------------:-l Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95-0.94 0.94 0.95 1.00 1.00 0.95 0.90 0.90 0.95 0.86 0.86 Lanes, 1.00 0.63 0.37 1.00 0·.97 0.03 1.00 0 .. 31 0.69 1.00 0.06" 0.94 Final Sat.: 1805 1123. 670-1805 1837 55 1805 528 1177 1805 96 1536 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.31 0.31 0.04 0.13 0.13 0.01 0.03 0:03 0.13 0.07 0.07 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.19 0.47 0.03 0.66 33.4 22.4 1. 00 1. 00 33.4 22.4 C C 0 14 0.47 0.66 22.4 1.00 22.4 C 14 0.07 0.35 0.52 0.38 48.9 24.5 1.00 1.00 48.9 24.5 D C 3 6 0.35 0.38 24.5 1.00 24.5 C 6 0.12 0.10 0.09 0.26 39.0 42.4 1.00 1.00 39.0 42.4 .D D 1 1 ·o .10 0 .26 42.4 1.00 42.4 D 1 0.20 0_.18 0.66 0.37 41.2 37 .0 1.00 1.00 41.2 37.0 D D 8 -3 0.18 0.37 37.0 1.00 37.0 D 3 ******************************************************************************** Note: Queue reported :is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 Filename, 2010AM-2.OUT Pa.9:e 23 2010 AM Tue Jul 24·, 2007 08: SL 33 Pag_e 22-1 --------------------------------------------------· ---------------------------'_ Ponto Vision 2010 Condit'ions AM Peak Hour --------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternat'ive) ******************************************************************************** Intersection #120 Batiquitos Dr. I Poinsettia Lane ******************************'************************************************** Cycle (sec) , Loss Time (sec), Optimal Cycle: 100 Criticai Vol./Cap. (X)~ 12 (Y+R=4.0 sec) •Average Delay (sec/veh): 46 Level. Of Service: 0.555 23.4 C ****************************~*************************************************~* Street Name: Approach, Movement, Batiquitos Dr. Poinsettia Lane North Bound South Bound East Bound West Bound L T R L T R L T R L T R ---------~--1-------------· -I 1------------~11---------------11--------------1 · Control, Protected Protected Protected Protected Rights·, · Include Include Include· Include Min. Green: 7 10 10 7 10 10 7 10 10 . 7 10 10 Lanes, 1 o 1 o 1 1 o 1 0 1 1 0 1. 1 0 1 0 1 1 0 ------------1,---:----------11---------------11---------------11---------------1 Volume Module, · Base Vol, 188 25 48 18 15 98 42 887 153 9 533 15 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.0_0 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 188 25 48 18 15 98 42 887 153 9 533 15 Added Vol: 0 0 ~ 0 0 0 0 0 0 0 0 0 PasserByVol: o 0 0 0 0 0 o 0 0 o o o Initial Fut: 188 25 48 18 15 98 42 887 153 9 533 15 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00· PHF Adj: 0.95 0.95 0.95 0.95 0.95 0,95 0.95 0.95 0.95 0.95-0.95 0.~5 PHF Volume: 198 26. 51 19 · 16 103 44 934 161 · 9 561 16 Reduct Vol, o ci 0 0 0 o o 0 0 0 0 0 Reduced Vol, 198· 26 51 19. 16 . 103 44 934 161 9 ·s61 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .1'.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 i.oo 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final 'VoL, 19·8 ·26· s1 19 16 -·103 ·44 · 934 161. 9 s61 16 ------------1---------------11---------------11---------------1 I ---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.95 1.00 .0.85 0.95 0.93 0.93 0.95 0.95 0.95 Lanes, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.71 0.29 1.00 1.95 0.05 :Final Sat.: 1805 1900 1615 1805 1900 .1615 1805 3011 519 1805 3497 98 ------------1---------------11--0 ------------I I----,----------I I----------------I Capacity Analysis Module, Vol/Sat: 0.11 0.01 0.03 0.01 0.01 0.06 0.02 0.31 0.31 0.01 0.16 0:16 Crit Moves: ._Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: .AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.18 0.17 0.60 0.08 40.4 35.0 1.00 1.00 40.4 35.0 D C 6 1 0.17 0.18 35.8 1.00 35.8 D 1 0.12 0:11 0.09 0.08 39.3 40.4 1.00 1.00. 39.3 40.4 D D 1 0 0 .11 0.60 48.2 1.00 48.2 D 4 0.18 o.s2· o.s2 o.o7 o.41 o.41 0.14·0:60 0.60 .·-0,07 0.39. 0.39. 34.7 17.3 17.3 43.7 20.9 20.9 1.00·1.oo 1.00· 1.00 1.00 1.00 34. 7. 1 7 .:3 17.3 43.7 20.9 20.9 C B B ·D C C 1 13 13 0 7 7 *******************************************"************************************* Note, Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, _IRVINE 07/24/2007 08:51 2010 AM Filename: 2010AM-2.OUT Tue Jul 24, 2007 08:51:34 Ponto Vision 2010 Conditions AM Peak Hour --------------- Level Of Service Computation Report Pa.9:e 24 Page 23-1 2000 HCM Operations Method (Future Volume_ Alternative) ******************************************************************************** Intersection #121 Avi_ara .Parkway / Poinsettia Lane * * * ~ * * * * * * * ~ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * •.• * * * * * * * * * * * * * * * •.• * * * * * * * * * * * * * •. * * •. Cycle ·(sec), Loss Time (sec) , Optimal Cycle, 100 12 (Y+R=4.0 sec) 46 C~itical Vol./Cap. (X): Average Delay (sec/veh): Level· Of Service: 0.481 30.2 C ******************************************************************************** Street ·Name, Approach, Aviara Parkway Poinsettia Lane North Bound South Bound East Bound, West Bound Movement: L T R. L T R L T R L-T R- ·------------1------------c--l 1------~-c------l 1------------~--11---------~-----I Control: Protected Protected· Protected Protected Rights: Include Include Ovl Include Min. Green: 7 10 10 7 10 10 ·7 10 10 7 10 10 Lanes, 2 O 1 1 o 1 o 1 1 o 2 o 1 o · 2 1 o 1 1 o :-----------1---------------1·1---------------I l--------------:11---------------1 Volume Module: Base Vol, 309 380 20 76 121 Growth Adj: 1.00 1.00 1.00 1.00 1.00 Initial Bse, 309 380 Added Vol: 0 0 PasserByVol, Initial Fut: User Adj,. PHF Adj: . PHF Volume:· Reduct Vol: 0 309 0 380 1. 00 1. 00 0.95 0.95 325 400 0 0 20 0 0 20 1.00 0.95 21 0 76 0 121 0 0 0 76 121 1. 00 1. 00 0.95 0.95 80 0 127 0 76 1.00 76 0 0 76 1.00 0.95 80 0 501 333 1.00 1.00 501 0 0 501 1.00 0.95 527 0 333 0 0 333 1.00 0.95 351 231 1.00 231 0 0 231 1.00 0.95 243 10 266 1. 00 1. 00 10 0 0 266 0 0 10 266 1. 00 1. 00 0.95 0.95 11 0 280 o· 99 1.00 99 0 0 99 1. o_o 0.95 104 0 Reduced Vol:. 325 400 2·1 80 127 80 527 351 243. · 11 280 104 PCE Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.·00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final vo1.1· 325 ·400 21 ~o 127 ··ao 527-351 243 11 280 104 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.94 0.94 0.95·0.89 0.89 0.92 1.00 0.75 0.95 0.91 0.91 .Lanes, 2.00 1.90 0.10 1.00 1.23 0.77 2.00 1.00 2.00 1.00 1.46 0.54 Final·Sat.: 3502 3405 179 1805 2089 1312 3502 1900 2842 1805 2523 939 ------------1----------c----l 1---------------1l--~-------"----11---------------1 Capacity Analysis Module:· · · · Vol/Sat, 0:09 0.12 0.12 0.04 0.06 0.06 0.15 0.18 0.09 0~01 0.11 · 0:11 Crit Moves: Green/Cycle: Volume/Cap, · Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move, HCM2kAvgQ: .0.16 0.24. 0.-24 0.57 0.48 0.48 40.1 32.8 32.8 1. 00 1. 00 40·.1 32.'8 D C 6 6 1.00 32.8 C 6 0.09 0.17 0.48 0.35 45.3 36.7 1. 00 1. 00 45.3 36.7 D D 3 3 0.17 0.35 36.7 1.00 36.7 D 3 0.31 0.39 0.48 0.47 28.1 23.0 1.00 1.00 28.1 23.0 C C 7 8 0.56 0.15 0.23 0,23 0.15 0.04 0.48 0.48 10.8 · 36.4 33.7 3i.7 1.00 1.00 1.00 1.00 10.8 36.4 33.7 ·33_·7 B D C C 2 0 6 6 l ******************************************************************************** 1· Note, Queue reported is the number of cars per lane. I . I Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE I I I I I I 07/24/2007 08:51 2010 AM Filename: .2010AM~2 .OUT Tue Jul 24, 2007 08:51:34 Ponto Vision 2010 Conditions AM Peak Hour ------------- Level Of Service Computation Report Pa9.e 25 Page 24-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #122 El Camino Real/ Cassia ******************************************************************************** Cycle (sec): ·Loss Time (sec): Optimal Cycle: 12~ 12 iY+R=4.0 sec) 40 Critical Vol./Cap. (X): Average Delay (sec/veh): Level o"f Service: 0.478 21.2 C ******************************************************************************** Street Name: El Camino Real Cassia Approach: North Bound South Bound· East Bound West Bound MoVement: L T R L T R L T R L T R ----.-------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected· Rights: Include Include Include Include Min. Green: 7 10 10 7 10 ' 10 7 10 10 7 10 10 Lanes: 1 0 2 1 O 1 0 2 1 0 1 0 0 1 0 . 0 0 l! 0 0 ------------1---------------11---------------11---------------11---------------1 Volume Module·: Base Vol: 62 1268. 0 0 1029 75 287 o 87 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 62 1268 0 0 1029 7~ 287 0 87 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 62 1268 0 0 1029 75 287 o 87 o o o User Adj: 1.00 1.00. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0~95 0.95 0.95· 0.95 PHF Volume: 65 1335 0 0 1083 79. 302 O 92 0 0 0 Reduct Vol : 0 0 0 0 0 o 0 0 0 0 o 0 Reduced Vol: 65 1335 0 0 1083 79 302 0 92 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: · 65 1335 0 0··1083 79 --302 -O 92 0 0 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 • 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.91 1.00 0.90 0.90 0.95 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 3.00 0.00 1.00 2.80 0.20 1.00 0.00 1.00 0.00 1.00 0.00 Final Sat.: 1805 5187 0 1900 4786 349. 1805 0 1615 0 1900 0 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat, 0.04 0.26 o.oo o.oo 0.23 0.23 0.17 o.oo 0.06 o.oo o.oo· o.oo Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: **** 0.08 0.55 0.48 0.47 55.8 16.5 1.00 1.00 55.8 16.5 E B 3 11 o.oo 0.00 0.0 1.00 o.o A 0 0.00 0.47. 0.47 0.00 0.48 0.48 0.0 21.6 21.6 1.00 1.00 1.00 o.o 21.6 · 21.6 A C C 0 11 11 0.35 0.00 0.48 0.00 31.·o o. o 1. 00 1. 00 31.0 0.0 C A 9 0 0.35 0.16 27.0 1.00 27.0 C 2 o.oo o.oo 0.00 0.00 0. 0 0 .o i.oo 1.00 0.0 0.0 A A o o_ 0.00 o.oo 0.0 1.00 0. 0 A 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 2010 AM Filename: 2010AM-2.0UT Tue Jul 24, 2007 08:51:34 Ponto Vision 2010 Conditions AM Peak Hour Level Of Service Computation Report Pa9.e 26 . Page 25-1 2000 HCM Operations Method (Futu~e Volume Alternative) ******************************************************************************** Intersection #123 El Camino Real/ Camino Vida Roble *******************************************************************************.* Cycle· (sec): Loss Time (sec): Optimal Cycle: 120 12 (Y+R=4.0 sec) 46 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.502 23.0 C ******************************************************************************** Street Name: El Camino Real Camino Vida Roble Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Permitted Protected· Rights: Include Include· Include Include Min. Green: 7 10 10 7 10 10 7 ro 10 7 10 10 Lanes: 2 0 2 1 0 1 0 2 1 0 . 2 0 0 1 0 1 0 0 1 0 -----·-------I ---------------I I ---------------I I ---.· ----------I I ---------------I Volume Module: · Base Vol: 513 1632 0 o 964 177 59 0 88 5 5 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 ·1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 513 1632 0 0 964 177 59 0 88 5 5 10 Added Vol: 0 0 0 0 0 0 PasserByVol: 0 o 0 0 0 0 Initial Fut: 513 1632 0 0 964 177 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : . 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 PHF Volume: 540 1718 Reduct Vol: o O 0 0 0 10·15 186 0 0 0 0 0 59 1.00 0.95 62 0 0 0 0 1.00 0.95 0 0 0 0 88 1.00 0.95 93 0 0 0 0 5 5 1. 00 1. 00 0.95 0.95 5 5 0 0 0 0 10 1.00 0.95 11 0 Reduc_ed Vol, 540 1718 o ·o 1015 186 62 o· 93 5 5 11 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 -MLF Adj: 1.00 1.00 1.0·0 1.00 1.00 1.'00 1.00 1.00 .1.00 1.00 1.00 1.00 F-inal VOL·: · 540 l 7I8 0 0 1015 186 62 ·O · 93 5 5 ·11 ------------1---------------11----------~----I 1---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.91 1.00 0.89 0.89 0.60 1.00 0.85 0.95 0.90 0.90 Lanes: 2.00 3.00 0.00 1.00 2.53 0.47 2.00 0.00 1.00 1.00 0.33 0.67 Final Sat.: 3502 5187 o ·1900 4282 786 2271 0 1615 1805 570 1140 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: · Vol/Sat: 0.15 0.33 0.00 0.00 0.24 0.24 0.03 0.00 0.06 0.00 0:01 0.01 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.29 o.73 ·o.oo 0.53 0.45 36.4 6.4 1.00 1.00 36.4 D. 9 6.4 A 9 o.oo 0.0 1.00 0.0 A 0 **** o.oo 0.44 0.00 0·.53 0.0 24.5 1. 00 1. 00 0.0 24.5 A C 0 12. **** 0.44 0.11 o.oo 0.53. 0.25 0.00 0.05 1.16 24.5 1.00 24'. 5 C 12 -49.7 0.0 208.7 1.00 1.00 1.00 49.7 0.0 208.7 D 1 A ·O F 7 0.06 0.17 0.05 0.06 53.6 42.2 1. 00 1. 00 53.6 42.2 D D 0 1 0.17 0.06 42.2 1.00 42.2 D 1 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traff ix 7, 8. 0715 (c) 2006 Dowling Assoc· .. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 Filename: 2010AM-2.0UT Pa.9:e 27 2010 AM Tue Jul 24, 2007 08:51:34 --------------- Ponto.Vision 2010 Conditions AM Peak Hour Level Of Service Computation Report .Page 26-1 2000 HCM Operations Method (Future Volume Alternative) ***************~**************************************************************** ~ntersection #124 Carlsbad Blvd/ Ponto Drive *****************************~•··~·············································· · Cycle (sec): 100 Critical Vol. /Cap. (X) : Loss Time. (sec) : 12 (Y+R=4.0 sec) 44 Average Delay (sec/veh): 0.544 9.6 A Optimal Cycle: Level Of Service: ******************************************************************************** Street Name: Approach:. Movement: ------------1 Control: Rights:. Min. Green: Lanes: Carlsbad Blvd Ponto Drive. North B·ound South Bound East Bound West Bound t T R L T :R L T R L T R -------~ 1---------------11-----:---------11---------------1 Protected Protected Protected Permitted Include Include Include Include 7 10 10 7 10 10 7 10 10 7 10 10 1 0 1 1 0 1 0 2 ·0 0 0 0 O 0 0 1 0 0 0 1 ------------1--------------11---------------11---------------11---------------1 Volume Module: Base Vol: o 330 9 0 1342 o 0 o 0 20 0 82 Growth Adj: 1.00 1.00· 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00. Initial Bse: o 330 9 o 1342 o 0 0 0 20 o 82 Added Vol: 0 0 0 0 0 O O O O . 0 0. 0 Uturns: 58 0 0 0 O · 0 0 0 0 0 0 0 Initial Fut: 58 330 9 0 1342 0 0 0 0 20 0 82 User. Adj: ,. 1.00 1.00 1.00 l.·00 1._00 1.00 1.00 1.00. 1.00 1.00 1.00 1.00 PHF Adj: '0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 61 347 9 0 1413 0 0 0 0 21 O 86 Reduct Vol : 0 0 0 · 0 0 0 0 0 0 0 0 0 Reduced Vol: 61 347 9 o 1413 o O O o 21 o 86 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.0~ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 -Final· voi., 61 347 9· o 141'3 · ---o -~o ··~ o -··o--21 ---o ·" ~--06 ------------1---------------11---------------11---------------1 I .--------------1 Saturation Flow Modu1e: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0,95 0.95 0.95 1.00 0.95 1.00 1.00 1.00 -1.00 0.80··.1.oo-0 .. 85 Lanes: 1.00 1.95 0.05 1.00 2.00. o.oo 0.00 0.00 0.00 ·1.00 o.oo. 1.00 Final Sat.:· 1805.3500 ·95 1900 3610 o O O 0. 1528 o 1615 ·~-----------1--------------11---------------11---------------1 I --------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.10 0.10 0.00 Oc39 0.00 ·0.00 0.00 0.00 0.01 0.00. 0.05 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.06 0.78 0.54 0.13· 51.0 2.7 1. 00 1. 00 51.0 2.7 D A 3 1 0.78 0.13 2. 7 1 .. 00 2.7 A 1 **** 0.00 0.72 0.00 o.oo 0.55 ,0.00 o.o 6.8 1.00 1.00 o.o 6.8 A A 0 11 0.0 1.00 o.o A 0 0.00 0.00. o.oo o.oo·o.oo o.oo 0. 0 . 0. 0 1. 00 l. 00 o.o 0.0 A A 0 0 o.o 1.00 o.'o A 0 0.1·0 0.00 .0.10 0.14 0.00 0.53 41.5 0.0 _46.3 1.00 ·l.00 ,1.00 41.5 0.0 46.3 D A D 1 0 3 ***************************.****************************************************"* Note: Queue reported is the number of cars per lane: Traffix 7 .8 .0715 (c) 2006 Dowling Assoc. Licensed t.o RBF CONSULTING, IRVINE 07/24/2007 08:51 Filename: 2010AM-2.0UT Pa.9:e 28 2010 AM Tue Jul 24, 2007 08:51:34 Page 27-1 --------------· ----------=~-·-----·----------------·------------------------------ Ponto Vision 2010 Conditions AM Peak Hour Level Of Service Computation Report 2000 HCM ·Ope.rations Method (Future Volume Alternative) ******************************************************************************** Intersection #125 Carlsbad Blvd. / Beach Way ***********************·********************************************************* ·cycle (sec): Loss Time (sec):" Optimal Cycle: 100 10 (Y+R='4.0 sec) 0 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.000 0. 0 ******************************************************************************** Street Name: Carlsbad Blvd. Beach Way Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: o o o o· o o O o o o o ·o Lanes: 1 O 1 1 o 1 o 2 o O O 1 o o 1 1 O o o 1 ------------1---------------11---------------11-----------~---I 1---------------1 Volume Module: · Base Vol: O O O o o O O o o o o o Growth Adj: 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 Initial Bse: O O o o ·.O o o o o o o o Added ·Vol: 0 0 0 · 0 0 0 0 0 0 0 0 O . PasserByVol: 58 76.9 O o 1362 O 58 o o o o O Initial Fut, o O o o o o o o O o o o User Adj, o.oo o.oo o.oo o.oo o.oo o.oo o.oo o.oo o.'oo o.oo o.oo o.oo PHF Adj: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0:60 PHF Volume: 0 0 0 0 0 0 0 0 0 0 0 0 Reduct Vol: O O O o O O o O o o O o Reduced Vol: O O O o O O O O o O O o PCE Adj, o.oo o.oo o.oo o.oo o.oo o.oo o.oo·o.oo o.oo o.oo o.oo o.oo MLF Adj: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ··Final vol'., o -o o·· · o o-··o --o -· o o -o -o o· ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: O o O o o O o O o O O o Adjustment: 1.00 1.00 1.00 1.00 i.oo 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: o.oo o.oo. o.o~ o.oo o.oo o.oo o.oo o.oo o.oo o.oo o.oo o.oo Final ~at.: o O 0-o o · o o o o o o o ------------1---------------11-------------"-I 1---------------11---------------1 Capacity Analysis Module: · Vol/Sat: o.oo o.oo o,oo o.oo o.oo o.oo o.oo o.oo o.o~ o.oo o.oo o.oo Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj-: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.00 0.00 0.00 0.00 0. 0 0 .·O · 1. 00 1. 00 0.0 o.o 0 0 0.00 0.00 0. 0 1.00 0. 0 0 o.oo 0.00 0.00 0.00 0. 0 0. 0 1. 00 1. 00 0.0 0.0 0 0 0.00 0.00 0. 0 1.00 0.0 0 0.00 0.00 o.oo 0.00 0. 0 0. 0 1.00 1.00 0.0 o.o 0 0 o.oo o.oo 0.0 1.00 0.0 0 o . o·o o . o o · o . o o 0.00 0.00 0.0 0.0 1. 00 1. 00 0.0 0.0 0 0.00 0.0 1.00 0. 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8·.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 Filename: 2010AM-2.0UT Pa.9:e 29 2010 AM Tue Jul 24, 2007 08:51:34 Ponto Vision 2010 Conditions AM Peak Hour Level Of Service Computation Report 2000 HCM Operations'Method (Future Volume Alternative) Page 28-1 ******************************************************************************** Intersection #126 Carlsbad Blvd. / ,Avenida Encinas **************************************************~***************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.484 Loss Time (sec) Opt_imal Cycle: 12 .(Y+R=4. O · sec) 40 Average Delay (sec/veh): Level Of Service: 13. 9 B ******************************************************************************** Street Name: _Approach: Movement: Carlsbad Blvd Avenida Encinas North Bound South Bound East Bound West Bound L T R L T R L T R . L T R -----.------1---------------11---------------11---------------11---------------1 Control: Protected ·Protected Protected Permitted Rights: Ovl Include Include Include Min. Green: 7 10 10 7 ·10 10 7 10 10 7 10 10 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 1 0 1! 0 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: O 753 250 25 1147 O O O O 209 O 16 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00· 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: o 753 250 25 1147 o O O O 209 O 16 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Uturns: 0 0 0 .. · 58 0 O O O O O O 0 Initial Fut: 0 '753 250 83 1147 0 0 0 0 209 0 16 User Adj: LOO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0. 95 0. 95 0. 95, 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 · 0. 95 0. 95 PHF Volume: o 793 263 87 1207 O O O O< 220 o 17 Reduct Vol: o o O • o o o O O 0. o o o Reduced Vol: o 793 263 87 1207 o O O O 220 o 17 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00· 1.00 1.00 -1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ffnalvo1.,·· o-·793·-•2·63 ·97·1207 o·· o· o o 220 .. o ·17 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900, 1900 Adjustment: 1.00 0.95 0.85 0.95 0.95 1.00 .1.00 1.00·. ·1.00 0.73·-1.00 0.72 Lanes, o.oo 2.00 1.00 1.00 2.rio .·Q.00 O.OQ 0.00 0.00.· 1.87 o.oo 0.13 Final Sat.: o 3610 1615 1805 3610 o o· o o 2587 o· 184 ------------1---------------11---------· _____ 11--------. ------1·1 -----------· ---1 Capacity Analysis Module: Vol/Sat: 0.00 0.22 0.16 _0.05 0.33 0.00 0.00 0.00 0.00 0.09 0.00 0.09 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj : AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.00 .Q.52 0.00 0.42 0.0 14.7 1. 00 1. 00 0.0 14.7 A B 0 8 0 .·52 0.31 13.8 1.00 13. a. B 5 0 .17 0. 69, 0.29 Oc48 37.0 7.3 l·.00 1.06 37.Q 7.3 D A 3 9 0. 00. 0.00 0. 0 1.00 0.0 A 0 0.00 ·0.00 0.00 0.00 0.0 0.0 _1.00· -1.00 0.0 o.o A A 0 0 0.00 0.19 0.00 0.00, 0.45 o.oo 0 .. 0 1.00 36.5 b .. O 1.00 1.06 0.0 36.5 0.0 A D 0 4 A 0 0 .19 · · 0.48 36.9 1.00 36.9 _D 4 ****************************************~*************************************** Note: Queue reported is the number of _cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 Filename, 2010AM-2.0UT · Pa.9:e ·· 30 2010 AM Tue _Jul 24, 2007 08:51:3_4 Page 29-1 -----------------------------------------------------·-------------------------- Ponto Visiori 2010 Conditions AM Peak Hour --------------- Level Of Service Computation Repo~t . 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #127 Ponto Dr. / Avenida Encinas ******************************************************************************** Cycle (sec): Loss Time (sec) Optimal Cycle: 100 10 (Y+R=4.0 sec) 44 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.236 29. 3 C ******************************************************************************** Stre·et Name: Ponto Dr Avenida Encinas Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L ~ R L T R ------------1-------~-------I l-------~-------1l----•----------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: o o 1! o o O o 1! o o 1 O 1 1 o 1 o 1 1 o -~----------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 51 2 28 8 3 71 67 98 71 41 242 7 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 51 2 28 · 8 3 7i 67 98 71 41 242 7 Added Vol : 0 0 , 0 0 0 0 O O O O O 0 PasserByVol: o O O o o O O · O o o o o Initial Fut: 51 2 28 8 3 71 67 98 71 41 242 7 User·Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 54 2 29 8 3 75 71 103 75 43 · 255 7 Reduct Vol: o o o o ·o o o o o o o o Reduced Vol: 54 2 29 8 3 75 71 103 75 43 255. 7 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol-:-,· 54 ---2 °·29· '8 "3 ·75-71 ·103 -·75 --43 --255 7-- ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.88 0.88 0.88 0.95 0.89 0.89 0.95 0.95 0.95 .Lanes: 0.63 0.02 0.35 0.10 0.04. 0.86 1.00 1.16 o·.a4 1.00 1.94 0.06 Final .Sat.: 1105 43 607 · 163 61 1445· 1805 1961 1421 1805 3494 · 101 ------------1--------c------l 1---------------11---------------11°--------------I Capacity Analysis Module: Vol/Sat, o.o5 a.as a.as a.as o.os a.as 0.04 o:os o.os 0.02 o.o7 o.o7 Crit Moves: Green/Cycle,. Volume/Cap: Delay/Veh; User DelAdj: AdjDel/Veh: _ LOS by Move: HCM2kAvgQ: 0.21 0.25 0.24 0.19 0.25 0.19 33.5 29.8 29.8 1.00 1.00 1.00 33.5 29.8' 29.8 C C C 2 2 2 0.18 0.22 0.30 0.24 36.4 32.5 1.00 1.00 36.4. 32.5 D C 2 2 0-. 22 0.24 32.5 1.00 32.5 C 2 0.17 0.28 0.24 0.19 36.6 27.5 1. 00 1. 00 36.6 27.5 D C 2 2 0.28 0.19 27.5 1.00 27.5 C 2 0.20 0.31 0.12 0.24 33.3 1.00 33.3 C 1 25.9 1.00 25.9 C 3 0.31 0.24 25.9 1.00 25.9 C 3 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8:0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 2010 AM Filename: 2010AM-2.0UT Tue Jul 24, 2007 08:51:34 Ponto Vision 2010 Conditions AM Peak Hour ---------------Level Of Service Computation Report Pa.9.e 31 Page 30-1 2000 HCM Operations Method (Future Volume Alternative) '***~**************************************************************************** Intersection #128 Carlsbad Blvd. / La Costa Ave. ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 135 16 (Y+R=4. O sec) 95 Critical Vol./Cap. (X), Average Delay (sec/veh), Level Of Service: 0.794 38.2 D ******************************************************************************** Street Name: Carlsbad Blvd. La Costa Ave. Approach: ·North Bound South Bound East Bound West Bound Move_ment: L T R L T R L T R L T R ----·------1---------------1l-----~---------11---------------11--------~------I Control:.. Protected Protected Split Phase Split Phase Rights: Ovl Include Include Include Min. ~reen: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 2 0 1 1 o 2 o 1 1 0 0 1 0 1 o o 1 0 ------------1---------------11---------------11---------------1 l-------0 -------I Volume Module: Base Vol: Growth Adj: Initial Bse: Added Vol: 0 208 1.00 1.00 0 208 0 0 205 1.00 205 0 353 1254 1.00 1.00 _353 1254 0 0 0 1.00 0 0 0 0 1. 00 1. 00 0 0 0 0 0 1.00 0 0 522 · 0 1.00 1.00 522 0 0 0 262 1.00 262 0 Cumulative, 10 0 0 5 0 6 4 34 7 1 49 7 Initial Fut, 10 208 205 358 1254 6 4 34 7 523 49 269 ·user Adj, 1.00 1.00 · 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj:· 0.95 0.95 0.95 0.95 0.95 0.95 ·0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 11 219 216 377 132·0 6 4 36 7 551 52 283 Reduct Vol: O O 0 o 0 0 0 0 o o 0 0 Reduced Vol: 11 219 216 377 1320 6 4 36 7 551 ·52 283 PCE Adj:. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00.1.00 1.00 MLF Adj: 1.00 i.oo 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .Final-Vo·l.: 11 219. 216 377· 1320° 6 4 '36. 7 551 52 283 ------------1---------------11--------------"I 1---------------1 l--a------------1 Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900· 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.95 0.97 0.97 0.95 0.87 0.87 Lanes, 1.00 2.00 1.00 1.00 2.00 1.00· 1.00 0.83-0.17 1.00 0.15 0.85 Final Sat., 1805 :3610 1615 1805 3610 1615 1805 1535 316 1805 256 1403 .----·--------1---------------11--------·-------l,l-------------:-_11-------------"-I Capacity Analysis Module: Vol/Sat, 0.01 0.06 0.13 0.21 0.37. 0.00 0.00 0.02· 0.02 b.31 0.20 0.20 Crit Moves: Green/Cycle: 0.01 0.12 Voiume/Cap: 0.79 0.49 Delay/Veh: 206.8 56.2 User DelAdj: 1.00 1.00 AdjDel/Veh: 206.8 56.2 LOS by Move, F E HCM2kAvgQ: 1 5 0.51 0.26 19.l 1.00 19.1 B 5 0.35 0.46 0.60 0.79 38.3 33.7 1. 00 1. 00 38.3 33.7 D C 13 26 0.46 0.01 19.7 1.00 19.7 B 0 0.03 0.03 0.03 0.38 0.38 0.08 0.79 ·0.79. 0.79 0.53 64.4 119 119.2 1.00 1.00 1.00 64.4 119 119.2 E F F 0 3 3 43.1 32.9 1. 00 1. 00 43.1 32.9 D C 22 11 0.38 0 . .53 32.9 1.00 32.9 C 11 ***************************************************************.***************** Note, Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 Filename: 2010AM-2.0UT Pa.9.e 32 2010 AM Tue Jul 24, 2007 08:51:34 Page 31-1 ----·----------------------=-------------------------------------------·-------·- Ponto Vision 2010 Conditions AM Peak Hour --------------- . Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #129 Vulcan/ La Costa Ave . **********************************************************~****************~ •• ~. Average Delay (sec/veh) ,. 21. 9 Worst Case Level Of Service: F [ 98. 8] ******************************************************************************** Street Name: Vulcan La Costa Ave. Approach, North Bound South Bound -East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11--------~------I 1---------------1 l---------~--~-.1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes, 1 o 0 0 1 0 o 0 o o o o 0 1 0 o 1 o o o ------------1---.----------11---------------11---------------11---------------1 Volume Module: Base Vol, Growth Adj: Initial Bse: Added Vol: 80 0 1.00 1.00 80 0 0 0 Cumulative: 3 0 Initial Fut: 83 O 283- 1. 00 283 0 6 289 User Adj, 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 PHF Volume: 87 0 Reduct Vol: o o Final Vol.: 87 0 Critical Gap Module, 304' ·o 304 0 0 1. 00 1. 00 0 0 0 0 0 0 0 1.00 1.00 0.95 0.95 o o· 0 0 0 0 .0 1.00 0 0 0 0 1.00 0.95 0 0 0 0 432 1.00 1.00 0 432 0 0 0 0 4 436 1.00 1.00 0.95 0.95 0 0 459 0 459 119 1.00 119 0 1 120 1.00 0.95 126 0 126 312 575 1. 00 1. 00 -312 0 2· 314 1.00 0.95 331 0 331 575 0 6 581 1.00 0.95 612 0 612 0 1.00 0 0 0 0 1.00 0.95 0 0 0 Critical Gp: 6·.4 xx.xx 6.2 xxxxx xxxx xxxxx xxxxx xx~ xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx XXX.xx xxxxx xxxx :XxX.xx 2.2 xx.xx xxxxx ---· --· ---· -I--------·------I l-----------.----l l---------------1-1-----·-· ·. ______ I Capacity Module, · · Criflict ·vol, 1795 xxxx · 522 xxxx xxxx xxxxx xxxx xxxx xxxxx · 585 xxxx xxxxx Potent Cap., 89 xxxx 559 xxxx xxxx xxxxx xxxx xxxx xxxxx 999 xxxx xxxxx Move Cap.: 61 xxxx 559 xxxx xx.xx xxxxx xxxx xx.xx xxxxx 999 xxxx xxxxx Volume/Cap: 1.43 xxxx 0.54 xxxx xxxx xxxx xxxx xxxx xxxx 0.33 xxxx xxxx ------------1---------------1 l----------0 ----I 1---------------11---------------1 Level Of Service Module: 2Way95thQ: 7. 6 xxxx 3 .'3 xxxx xxxx xxxxx xxxx xxxx xxxxx 1 . 5 xxxx xxxxx Control Del,377.0 xxxx. ·18.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 10.4 xxxx xxxxx LOS by Move: F * C * * * * * * B Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT·-LTR -RT Shared Cap. : xx.xx xxxx xxxxx xxxx xx.xx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xx.xx x.xxxx xxxxx xx.xx xxxxx xxxxx xx.xx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xx.xx xxxx..x Shared LOS: * * * * * * * * * ApproachDel, ApproachLOS: 98.8 F xxxxxx * xxxxxx * xx.xx xxxx. xxxxx 1 . 5 xxxx xxxxx. 10 . 4 xxxx xxxxx B xxxxxx ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.07~5 (cl 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 Filename: 2010AM~2.OUT Pa9.e 33 2010 AM Tue Jul 24, 2007 08:51:35 Ponto Vision 2010 Conditions AM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Page 32-1 ******************************************************************************** Intersection #130 I-5 SB Ramps/ La Costa Ave. ******************************************************************************** Cycle (sec).: Loss Time (sec): Optimal Cycle: 100 12 (Y+R=4.0 sec) 45 Critical Vol. /Cap. (X) : Average Delay (sec/veh): Level .Of Service: 0.558 25.5 C ******************************************************************************** Street Name: I-5 SB Ramps La Costa Ave. Approach: North Bound South Bound East Bound West Bound Moyement: L T R L T R L T R L T R ------------1---------------1l-------0-------11---------------11----------c----l Control: · · Protected ··Permitted Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes : o O o o o 1 1 o O 1 o O 1 1 O 2 O 2 0-d ------------1---------------11---------------11---------------11-------------~-1 Volume Module: Base Vol: o O O 400 O 304 O 566 71 336 466 o Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: o o O 400 ·O 304 O 566 71 336 466 o Added Vol : 0 O O O O O O O O O O 0 Cumulative: o o O O O 3· O 2 2 O 3 o Initial Fut: 0 0 0 400 0 307 0 568 73 336 469 0 User Adj: 1.00 1.00 1.00 LOO 1.00 1.00 1.00. 1.00 1.00 1.00 1.00 1.00 PHF Adj: O. 95 0. 95 O. 95 0. 95 0. 95 0. 95 O. 95. 0. 95 0. 95 0. 95 0. 95 0: 95 PHF Volume: 0 0 0 421 0 323 0 598 77 354 494 0 Reduct Vol: O O O O . o O O O O O O O Reduced Vol: o o O 421 O 323 o 598 77 354 494. o PCE Adj: 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00. 1. 00 1. 00 1. 00 -1. 00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 Final -Vol.: o o o · 421 o· 323 o ·598 77 354 494 o' ______ : _____ 1---------------11---------------11-------------~-11---------------1 Saturation Flow Module: Sat/Lane: 1900 ·1900. 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.72 1.00 0.85 1.00 0.93 0.93 0.92 0.95 1.00 Lanes: 0.00 o,oo 0.00 2.00 0.00 1.00 0.00 1.77 0.23 2.00 2.00 0.00 Final Sat.: O O O 2740 O -1615 O 3144 404 3502 3610 O ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: vol/Sat: o.oo o.oo o.oo 0.15 o.oo 0.20 o_oo 0.19 0.19 0.10 0.14 o.oo Crit Moves: ·Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.00 0.00 0.00 0.00 o.o 0.0 1.00 1.00 o.o 0.0 A A 0 0 o.oo 0.00 0.0 1.00 0. 0 A 0 0.36 0.00 0.43 0.00 24.6 0.0 1.00 1.00 24.6 0.0 C A 5 0 **** 0. 36 0.56 26.9 1.00 26.9 C 8 0.00.0.34 0.00 0.56 0.0 27.4 1.00 1.00 0.0 27.4 A C O 9 0. 34 0.56 27.4 1.00 27.4 C 9 0.18 0.52 0.56 0.26 38.4 13.3 1.00 1.00 38.4 13.3 D B 6 4 0.00 0.00 0.0 1.00. 0. 0 A 0 ********************************************************************************. Note: Queue reported is the number of cars per lane .. Traff ix 7. 8. 0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULT-ING, IRVINE 07/24/2007 08:51 Filename: 2010AM-2.OUT Pa9.e 34 2010 AM Tue Jul 24, 2007 08:51:35 Ponto Vision 2010 Conditions AM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Page 33-1 ******************************************************************************** Inter.section #13.1 I-5 NB Ramps / La Costa Ave. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): Loss Time (sec) Optimal Cycle: 12 (Y+R=4.0 sec) 56 Average Delay (sec/veh): Level Of Service: 0 .672 22.4 C *****************************~**********************~***~*********************** Street Name: I-5 NB Ramps La Costa Ave. Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ~-----------1"--------------IJ-----------~---I 1---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 0 1 0 0 2 0 0 0 O· 0 1 0 2 0 0 0 0 3 0. 1 ------------1--------~------I l--"------------11---------~-----I 1---------------1 Volume Module: Base Vol: 105 3 489 0 O O 223 993 O O 864 430 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 105 3 489 O o O 223 993 O O 864 430 Added Vol: 0 0 0 0 0 O O O O O O 0 Cumulative: 2 O O O O O O O O O 1 0 Initial Fut: 107 3 489 O O O 223 993 O o 865 430 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 113 3 515 0 0 0 · 235 1045 0 O 911 453 Reduct Vol : O o O O o O o o O o o o Reduced Vol: 113 3 515 O o O 235 1045 O o 911 453 PCE Adj: 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF. Adj: 1.00 1.00 ·1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fina1·vol.: 113· 3 515 o o '-o 235·1·045 ·-"0" 0--,911 -453 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 ·1900 1900 1900 1900 1900 1900 Adjustment: 0.97 0.97 0.75 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.91 0.85 Lanes: 0.97 0.03 2.00 0.00 0.00 o.oo 1.00 2.00 o.oo 0.00 3.00 1.00 Final Sat.: 1798 50 2842 0 0 0 1805 3610 · 0 0 5187 1615 ------------1--------------11---------------11---------------11----------~---1 Capacity Analysis Module: · Vol/Sat, 0.06 0.06 o.18 o.oo o.oo o.oo 0.13 o.29 o.o·o o.oo 0.18 0.28 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.27 0.27 0.23 0.23 28.7 28.7 1. 00 1. 00 28.7 28.7 C C 3 3 0.27 0.67 34.9 1.00 34.9 C 9 0.00 0.00 o.oo 0.00 0. 0 0. 0 1.00 1.00 0. 0 0. 0 A A 0 0 0.00 0.00 o.o 1.00 0. 0 A 0 .~ .. 0.19 0.61· 0.00 0.67 0.47 42.4 10.8 1. 00 1. 00 42.4 10.8 D 8 B 9 0.00 0. 0 1.00 o.o A 0 0.00 0.42 0.00 0.42 0.0 20.7 1.00 1.00 0.0 20.7 A C 0 7 0.42 0.67 26. 3 1.00 26. 3 C 12 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 2010 AM Filename: 2010AM-2.OUT ,Tue Jul 24, 2007 08:51:35 Ponto Vision 2010 Conditions AM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Pa_g_e 35 Page ··34-1 **********************~********************************************************* Intersection #132 Piraeus/ La Costa·Ave. ***~***************************************~*********************~*******~****** Cycle (sec): Loss.Time (sec): Optimal Cycle: 100 8 (Y+R=4.0 sec) 45 Critical Vol. /Cap. (X) : Average Delay. (sec/veh)-: Level Of Service: 0.670 11.6 B *******~********************************************~**************************; Street.Name: Piraeus La Costa Ave. Approa_ch: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R --~---------1°-------------~I 1---------------11---------------11------------~--I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0. 0 0 1 0 O O O· 0 0 .0 1 1 0 1 0 4 0 0 __________ :_1-~-------------11---------------11---------------11------------~--1 Volume Module: Base Vol: .211 o 74 O o o O 1365 · 218 38 1254 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00· 1.00 1.00 1.00 Initial Bse: 211 0 74 0 O 0 Added Vol: 0 0 0 0 0 0 0 0 PasserByVol: o o o O o 0 0 0 Initial Fut: 211 0 74 0 O 0 1254 0 User Adj: 1.00 1:ori· 1.00 1.00 1.00 PHF Adj:. 0.9i 0.95 0.95 0.95 0.95 1.00 0.95 1.00 1.00 0.95 0.95 PHF Volume: 222 0 78 0 0 0 1320 0 Reduct Vol : 0 0 0 0 o o 0 · 0 o o o 0 Reduced Vol: 222 0 78 0 o · o 0. 1437 · 229 40 l320 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.-00 1.00 1.00 l._00_ 1.00 1.00 ·1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00-1.00 ~.oo· 1.00 .1.00 1.00 Final voi:, 222 · ·o· 78 o o" o 0"1'437 229 -40 n20· o ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.,95 1.00 0.85 1.00 1.00 1.00 1.00 0.93 0.93 0.95 0.91 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 o.oo 0.00 1.72 0.28 1.00 4.00 0.00 Final Sat.: 1805 O 1615. 0 o o O 304 7 487 1805 -6916 o -----------I --------------11-------.-------1 I-.-------------1-1---------------1 Capacity Analysis Module: Vol/Sat:, 0.12 o.oo_ 0.05 o.oo o.oo o.oo o.oo 0.47 0.47 0.02 o.i9 o.oo Crit Moves: **** **** **** Green/Cycle: 0.18 0.00 0:18 0.00 0.00 o.oo 0.00 0.67 0:61 0.07 0.74 0.00 Volume/Cap: 0.70 0.00 0.27 __ 0.00 0.00 o.oo 0.00 0.70 0.70 0.32 o_. 26 0.00 -Delay /Veh: 45.5 0.0 36.2 0.0 0. 0 0.0 0.0 11.0 11. 0 45.7 4.1 0.0 User ·DelAdj: -1: 00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45_-5 0. 0 36.2 0. 0 0. 0 0.0 0.0 11. 0 11. 0-45 :7 4.1 0.0 LOS by Move: D A D A A A A B B D A A HCM2kAvgQ: 8 0 2 0 0 0 0 17 17 2 4 a ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 01/24L2001 os,51 Filename: 2010AM-2 .·OUT Pa_g_e 36 2010 AM Tue Jul 24, 2007 08:51:35 Ponto Vision 2010 Conditions AM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Page 35-1 ******************************************************************************** Intersection #133 El Camino Real/ ·La Costa Ave. **************************i***************************************************** Cycle (sec) : 100 Cri~ical Vol./Cap. (X): Loss Time (sec): 16.(Y+R=4.0 s~c) 180 Average Delay (sec/veh): 1.123 6_1. 3 E Optimal Cycle: · Level Of Service, **********~*********************************~***************************~~~***** Street Name: El Camino Real La Costa Ave. Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R --------~---l-~-------------11---------------11---------------11--------------~I Control: Protected Protected· Protected .Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 O 2 1 O 2 o 3 o 1 2 0-2 o 1 1 o 2 o 1 ,-----------1~-------------I 1---------------11---------------11---------------1 Volume Module: · Base Vol: 23l 12i2 32 130 1355 645 872 380 326 169 461 293 Growth Adj: 1.00 1.00 Initial Bse: 231 1212 Added Vol: 0 0 PasserByVol, 0 0 Initial Fut, 231 1212 1.00 32 0 0 32 1.00 872 0 0 872 1.00 1.00 1.00 1.00 1.00 380 326 169 461 293 0 0 0 0 0 0 0 0 0 0 380 326 169 461 293 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .1.00 1.00 PHF Adj: 0. 95 -0. 95 0. 95 0. 95 0. 95 0. 95 0 ._95 0. 95 0. 95 0 ·. 95 0. 95 0. 95 PHF Volume: 243 1276 34 137 1426 679 918 400 343 178 485 _308 Reduct Vol: o o o o o· o o o o o o o Reduced Vol: 243 1276 34 137 1426 679 918 400 343 178 485 308 PCE Adj: 1.00 1.00 1.00 1.00 1:00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 l.~o 1.-00 1.00 l.~o 1.00 1.00 1.00 1.00 1:00 1.00 ·Final Vol::---·243 "1276 34 -137-1426 679 918 .. 400 343 .178. ABS .. 308 ------------1---------------1l------~--------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.91 0.92 0.91 0.85 0.92 0.95 0.85 o.·95 0.95 0.85 Lanes: 2.00 2.92 0.98 2.00 3.00 1.00 2.00 2.00· 1.00 1.00 2.00 1.00 Final Sat.: 3502 5033 133 3502 5187 1615 3502 3610 1615 1805 3610 1615 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.07 0·.25 0.25 0.04 0.27 0.42· 0.26 0.11 0.21 0.10 0.13 0,19 Crit Moves: **** **** **** **** Green/Cycle: 0.07 0.35 0.35 0.10 0.37 0.37 0.23 0.27 0.27 0 .13 0.17 0.17 Volume/Cap: 0.99 0.73 0.73 0.41 0.74 1.13 1.13 0.41 0.78 0.78 0.80 1.13 Delay/Veh: 101.6 30 .3 30.3 43.4 28.9 111 .. 2 114.0 30.0 42.2 57.9 47.3 137.4 User DelAdj: 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 AdjDel/Veh: 101.6 30.3 · 30.3 43.4 28,9 111.2 114.0 30.0 42.2 57.9 47.3 137.4 • < LOS by Move: ·F C C D C F F C D E D F HCM2kAvgQ: 7 14 14 3 15 34 25 5 12 7 10 17 ******************************************************************************** .Note: Queue ·reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 Filename: 2010AM-2 .. 0UT Pa9.e 37 2010 AM Tue Jul 24, 2007 08:51:35 Ponto Vision 2010 Conditions AM Peak Hour --------------- Level Of Service Computation Report 2000 HCM Operations Method• (Future Volume Alternative) Page 36-1 ********************~*********************************************************** Intersection #134 Carlsbad Blvd/ Leucadia Ave ********************************************·************************************ Cycle (sec): 200 L.oss Time (sec): 12 (Y+R=4.0 sec) 67 Critical Vol./Cap. (X): .Average Delay (sec/veh): 0.706 33.7 C Optimal Cycle, Level Of Service: ********************************************~********~****~********************* Street Name: Carlsbad Blvd Leucadia Ave Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------1l------·--------11---------------1 Protected Protected Permitted · Permitted Control: Rights: Include Include Include Include Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 2 0 1 1 0 1 1 0 0 0 l! 0 0 1 0 l! 0 0 ------------1---------------11---------------11---------------11---------------1 Volume Module, Base Vol: Growth Adj: Initial Bse: Added Vol: 5 301 1. 00 1. 00 5 301 0 0 50 1.00 50 0 290 1628 1.00 1.00 2 90 1628 0 0 14 1.00 14 0 10 39 1. 00 1. 00 10 39 0 0 9 1.00 9 0 232 20 1. 00 1. 00 232 20 0 0 82 1.00 82 0 Cumulative: 0 10 3 · 0 0 0 0 0 0 7 0 0 Initial Fut: .. 5 311 53 290 1628 14 10 39 9 239 20 82 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 5 327 56 305 1714 15 11 41 9 252 21 86 Reduct v o 1 : o 0 0 o 0 0 0 0 0 0 o 0 Reduced Vol: 5 327 56· 305 1714 15 11 41 9 252 21 86 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 5 327 ·s6· 305. 17°14 is 11 -41 9 252 21 86. ------------1---------------11--------------11---------------11---------------1 Saturation Flow Module: · Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.95 0.93 0.93 0.93 0.69 0.70 0.70 Lanes, 1.00 2.00 1.00 1.00 1.98 0.02 0.17 0.67 0.16 1.54 0.09 0.37 Final Sat.: 1805 3610 1615 1805 3576 31 306 1193 275 2026 119 489 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.09 0.03 0.17 0.48 0.48 0.03 0.03 ·0.03 0.12 0.18 0.18 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: **** 0.04 0.24 0.07 0.38 83.8 57.2 1.00 1.00 83.8 57.2 F E 0 8 0.24 0.14 53.8 1 .. 00 53.8 D 2 0.45 0.65 0.38 0.73 33.0 21.9 1. 00 1. 00 33.0 21.9 C C 11 33 0.65 0.73 21. 9 1.00 21. 9 C 33 0.24 0.24 0.14 0.14 53.9 53.9 1.00 1.00 53.9 53.9 D D 3 3 0.24 0 .14 53.9 1.00 53.9 D 0.24 0.24 0.52 0.73 59.9 68.7 1.00 1.00 59.9 68.7 E E 8 13 0.24 0.73 68.7 1.00 68.7 E 13 ********************************************************************************. Note, Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24[2007 08:51 2010 AM Filename: 2010AM-2.0UT Tue Jul 24, 2007 08:51:35 Ponto Vision 2010 Conditions AM Peak Hour Page 38 Page 37-1 ----------------· -------------------------· ------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #201 La Costa Av·enue and Sheridan· Road.· ************************~***********************************************~**~**** Average Delay (sec/veh): 1.4 Worst Case Level Of Service: B[ 11.0] ******************************************************************************** Street Name: .Sheridan Road La Costa Avenue Approach: North Bound South Bound East Bound. West Bound Movement: L T R L T' -R L T R L T R ------------1-----------.---11~-----------~--1l-----~---------11------------"--I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 l! 0 0 0 0 0 0 o 0 0 0 1 0 o 1 o o o ------------1---------------11---------------11---------------11~--------------1 Volume Module: Base Vol: Growth Adj: Initial Bse: Added Vol: Cumulative: 11 0 1.00 1.00 11 0 0 0 0 0 39 1.00 39 0 0 Initial Fut: 11 O 39 User Adj: 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 PHF Volume: 12 0 41 Reduct Vol: O O 0 Final Vol.: 12 0 41 Critical Gap Module, 0 0 1.00 1.00 0 0 0 0 0 0 0 0 1.00 1.00 0.95 0.95 0 0 0 0 0 0 0 1.00 0 0 0 0 1.00 0.95 0 0 0 0 261 1.00 1.00 0 261 0. 0 0 10 0 271 1.00 1.00 0.95 0.95 0 285 0 0 0 285 '2 1.00 2 0 0 2· 1.00 0.95 2 0 2 37 253 1.00 1.00 37 253 0 0 0 8 37 261 L 00 l'. 00 0.95 0.95 39 0 39 275 0 275 0 1.00 0 0 0 0 1·. 00 0.95 0 0 0 Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2:2 xxxx xxxxx ------------1---------------11---------------11---------------11---------------1 Capacity Module: CriTlicf Vol: 639 xxxx 286.· xxxx xxxx xxxxx--xxxx: ·xxxx xxxxx 287 xxxx xxxxx Potent Cap.: 443 xxxx 758 xxxx xxxx xxxxx xxxx xxxx xxxxx 1286 xxxx xxxxx Move Cap.: 433 xxxx 758 xxxx xxxx xxxxx xxxx xxxx xxxxx 1286 xxxx xxxxx Volume/Cap: ·o.03 xxxx 0.05 xxxx xxxx xxxx xxxx xxxx xxxx 0:03 xxxx xxxx ------------1---------------11---------------11---------------11---------------1 Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx -0.1 xxxx xxxxx Control Del:xxxxx xx.xx xxx.xx x.xxxx xx.xx xxxxx ·xxxxx xxxx xxxx.x 7.9 xxxx xxxxx LOS by Move: * * * * * * * · * A Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared c·ap.: xxxx 650 xxxxx xxxx xx.xx xxxxx xxxx xxxx xxxxx. xx.xx xx.xx xxxxx SharedQueue: xxxxx O . 3 xxxxx xxxxx xx.xx xxxxx xxxxx xx.xx xxxxx o . 1 xxxx xxxxx Shrd ConDel,xxxxx 11.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS, ApproachDel: ApproachLOS: * B 11. 0 B xxxxxx xxxxxx * 7.9 xxxx xxxxX A * xxxxxx * ******************************************************************************** Note, Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 Filename: 2010AM-2.OUT Pa9.e 39 07/24/2007 08:51 Filename: 2010PM-1.0UT Pa_g_e 17 2010 PM Tue Jul 24, 2007 08:51:13 Ponto Vision Plan 2010 Conditions PM Peak Hour ----------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Page 16-1 ******************************************************************************** Intersection #114 Carlsbad Blvd. / Poinsettia Lane ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): Loss Time (sec): 16 (Y+R=4.0 sec) 55 Average Delay (sec/veh): 0.579 32.3 C Optimal Cycle: Level Of Service: ******************************************************************************** Street Name: Carlsbad. Blvd. Poinsettia Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11----~-------~--11---------~-----I Control: Protected Protected· Protected Protected Rights: Include Include Include Include 7 10 10 7 10 10 7 10 10 7 10. 10 Min. Green: Lanes: 1 0 2 0 1 2 0 2 0 1 1 0 1 0 1 1 0 0 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 12 729 320 167 910 49 7 20 17 348 o 170 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 729 320 167 910 49 7 20 17 348 o 170 Added Vol : · 0 0 6 0 0 o_ 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 o 0 0 0 0 o 0 Initial Fut: 12 729 320 167 910 49 7 20 17 348 o 170 User Adj:, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 13 767 337 176 958 52 7 2i 18 366 0 179 Reduct Vol : o O 0 o o O o O 0 0 -0 o Reduced Vol: 13 767 337 176 958 52 7 21 18 366 o , 179 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ·1.00 1.00 1.00 1.00 1.00' MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00-1.QO "Final Vol':: 13 767 33r . 176 -958 52 7 21 18 366 O 179 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.92 0.95 0.85 0.95 1.00 0.85 0.95 1.00 0.85 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 o.oo 1.00 Final Sat.: 1805 3610 1615 3502 3610 1615 1805 1900 1615 1805 O 1615 ---------0 --1----------:----1l--~---~------:-11---------------11----------~----I Capacity Analysis Module: Vol/Sat: 0.01 0.21 0.21 0.05 0.27 0.03 0.00 0.01 0.01 0.20 0.00 0.11 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.07 0.34 0.10 0.63 43.9 28.9 1.00 1.00 43.9 28.9 D C 0 11 0.34 0.62 29.8 1.00 29.8 C 9 **** 0.11 0.38 0.45 0.70 42.4 27.8 1.00 1·:00 42.4 27.8 D. C· 3 14 0.38 0.08 1·9. 9 1.00. 19:9 B 1 0.15 0.10 0.03 0.11 _36.2 41.2 1.00 1.00 36.2 41.2 D D 0 1 0.10 0 .11 41. 3 1.00 41.3 D 1 0.29 o.oo 0.14 0.70 o.oo 0.80 35.8 0.0 59.3 1.00 1.00 .1.00· 35.8 0.0 59.3 D 11 A 0 E 7 **************************************************************************.****** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc_. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 Filename: 2010PM-1.0UT Pa_g_e 18 2010 PM Tue Jul 24, 2007 08:51:14 Page 17-1 --------------~-~----------~------------------------------~~-------------------- Ponto Vision Plan 2010 Conditions PM Peak Hour ----------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #115 Avenida Encinas/ Poinsettia Lane ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 12 (Y+R=4.0 sec) 64 Critical Vol./Cap .. (X): Average Delay (sec/veh): Level o"f Service: 0.730 38.6 D •~****************************************************************************** Street Name: Avenida Encinas Poinsettia Lane Approach: North Bound South.Bound East Bound West Bound Movement: L T R L T· R L T R L T R ---~-------=1---------~----~11--~----------:-11---------------11---------~-~---I Control: Protected Protected--Protected ·Protected Rights: Include Incl~de Include Include Min. Green: 7 10 10 7 10 10 7 10 ·10 7 10 10 Lanes: 1 o 1 O 1 1 O 1 o r 1 O 2 i o 2 o 2 o 1 ------------1-~-------------11-------,------~11---------------1 l------~--------1 Volume Module: Base Vol: 60 99 435 274 138 96 49 297 74 403 327 213 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00· 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 60 99 435 274 138 96 49 297 74 403 327 213 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: o 0 0 o o o 0 o o · o o o Initial Fut: 60 99 435 274 138 96 49 297 74 403 327 213 User Adj: 1:00 1.00 1.00 1·.00 1.00 ·1.00 1.00 1.00 1.00 1.00 1.00 1.0:0 PHF Adj: '0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95· 0.95 0.95 0.95 PHF Volume: 63 10'4 458 288 145 101 52 313 78 424 344 . 224 Reduct Vol: 0 0 0 0 ci O O . 0 0 0 0 0 Reduced Vol: 63 104 458 288 145 101 52 313 78 424 344 224 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00· 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 l".00 1.00. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final var.: 63 104 458 288 -145 101 52 -3:u --78--424 344 --224 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0. 95 1. 00 0. 85 0. 95 1. 00 0. 85 0. 95 0. 88 0. 88 0. 92 0. 95 0. 85 Lanes, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.40 0.60 2.00 2.00 1.00 Final Sat.: 1805 1900 1615 1805 1900 1615 1805 4028 1004 3502 3610 161~ ------------1---------------11---------------1l-----"---------11---------------1 Capacity Analysis Module: Vol/Sat: o.03 0.05 0.28 0.16 0.08 o.06 0.03 0.08 0.08 o·.12 0.10 0.14 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.25 0.39 0.14 0.14 29.3 19.9 1. 00 1. 00 29.3 19.9 C B 2 .· 2 0.39 0.73 30.4 1.00 30.4 C 13 0.22 0.36 0.73 0.21 43.1 22.5 1. 00 1. 00 43.1 22.5 D C 10 3 0.36 0.18 22.2 1.00 22.2 C 2 **** 0.09 0.11 0.31 0.73 43.6 48.4 1. 00 1. 00 43.6 48.4 D D 2 6 O .11 0.73 48.4 1.00 48.4 D 6 0.17 0.18 0.73 0.53 44.2 37.9 1.00 1.00 44.2 37.9 D D 8 6 0.18 0.77 S0.5 1.00 50.5 D 8 ******************************************************************************** Note, Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 Filename: 2010PM-1.0UT Pa9e 1 07/24L2007 08:51 Filename: 201 OPM-1. OUT Pa9e 2 2010 PM Tue Jul 24, .2007 08:51:07 Page 1-1 2010 PM Tue Jul 24, 2007 08:51:12 _Page 2-1 ---------------------------------------------------------------------------------------------------------------------'-------------------------------------~---- Ponto Vision· Plan Ponto Vision Plan 2010 Conditions 2010 Conditions PM Peak Hour PM Peak Hour ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Scenario Report Impact Analysis Report Scenario: 2010 PM Level Of Service Command: 2010 PM Intersection Base Future Change Volume: 2010 PM Del/ V/ Del/ V/ in Geometry: 2010 LOS Veh C LOS Veh C Impact Fee: Default Impact Fee #101 Avenida Encinas/ Palomar Airp D 45.4 0.842 D 45.4 0.842 + 0.000 D/V Trip Generation: NONE Trip Distribution, NONE #102 I-5 SB Ramps/ Palomar Airport B 15.8 0 .. 544 B 15.8 0.544 + 0.000 D/V Paths, Default Paths Routes, Default Routes #103 I-5 NB Ramps/ Palomar Airport C 32.6 0.947 C 32.6 0.947 + 0.000 D/V Configuration: 2010 PM #104 Paseo Del Norte/ Palomar Airp D 40.9 o .. 867• D 40.9 0.867 + 0.000 D/V #105 Armada/ Palomar Airport Rd D 47.8 0.923 D 47.8 0.923 + 0.000 D/V #106 _Palomar Air_port Rd. I Hidden B 16.2 0.718 B 16.2 0.718 + 0.000 D/V #107 College Blvd/ Palomar Airport D 41.1 0.853 D 41.1 0.853 + 0.000 D/V #108 Palomar Airport/ Camino Vida D 35.0 0.656 D 35.0 0.656 + 0.000 D/V #109 El Camino Real/ Palomar Airpo E 77.3 1_.119 E 77.3 1.119 + 0.000 D/V #110 Palomar Airport Road/ El Fuer C 30.3 0.864 C ·30_3 0.864 + 0.000 D/V #111 Palomar Airport Road/ Melrose D 50.6 0.981 D 50.6 0.981 + 0.000 D/V #112 Carlsbad Blvd. / Island Way. A 7.2 0.414 A 7.2 0.414' + 0.000 D/V #113 Carlsbad ·Blvd/ Breakwater Rd. A 6.2 0.370 A 6.2 0.370 + 0.000 D/V #114 Carlsbad Blvd. / Poinsettia La C · 32. 3 0. 579 C 32.3 0.579 + o·.ooo D/V #115 Avenida Encinas/ Poinsettia L D 38.6 0.730 D 38.6 0.730 + 0.000 D/V #116 I-5 SB Ramps/ Poinsettia Lan C 28. 0 0. 7.61 C 28.0 0.761 + 0.000 D/V #117 I-5 NB Ramps/ Poinsettia Lane C 28.1 0.788 C 28.1 0.788 + 0.000 D/V #118 Paseo Del Norte/ Poinsettia L D 35.6 0.874 D 35.6 0.874 + 0.0.00 D/Y· #119 Paseo Del Norte/ Camino de la C 24.7 0.538 C 24.7 0.538 + 0.000 D/V #120 Batiguitos Dr. / Poinsettia La C 23.2 0.589 C 23.2 0.589 + 0.000 D/V #121 Aviara Parkway /'•Poinsettia La C 33.2 0.718 C 33.2 0.718 + 0.000 D/V #122 El Camino Real/ Cassia B 11.2 0.630 B 11.2 0.630 + 0.000 D/V #123 El Camino Real/ Camino Vida R D 40.9 0.863 D 40.9 0.863 + 0.000 D/V Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 2010 PM Filename, 2010PM-1.0UT Tue Jul 24, 2007 08:51:12 ----------------- Ponto Vision Plan 2010 Condit.i ons PM Peak Hour Pa.9.e Page 2-2 -------------------------------------------~------------------------------------ Intersection Base Future Change Del/ V/ Del/ V/ in LOS Ven C LOS Veh C #124 Carlsbad Blvd/ Ponto Drive B 16.4 0 .557 B 18.5 0.557 + 2.189 D/V #125 Carlsbad Blvd. / Beach Way o.o 0 .000 0.0 0.000 + 0.000 D/V #126 Carlsbad Blvd. / Avenida Encin B 13. 6 0. 4 97 B 14.2 0.497 + 0.590 D/V #127 Ponto Dr. / Avenida Encinas C 31.7 0 .335 C 31.7 0.335 + 0.000 D/V #128 Carlsbad Blvd. I La Cost.a Ave C 34.3 0 .118 D 41.l 0.806 + 6.882 D/V #129 Vulcan/ La Costa Ave. P 131.6 0.000 F 151.8 0.000 +20.187 D/V #130 I -5 SB Ramps/ La Costa Ave. C 27 .5 0.693 C 27.6 0.705 + 0.177 D/V #131 I -5 NB Ramps/ La Costa Ave. C 23.0 0 .672 C 23 .0 0.672 + 0 .022 D/V #132 Piraeus/ La Costa Ave. B 11.1 0.653 B 11.l 0.653 + 0.000 D/V #133 El Camino Real/ La Costa Ave. D 39.4 0.864 D 39.4 0.864 + 0.000 D/V #134 Carlsbad Blvd/ Leucadia Ave D 48.0 0.151 D 48.1 0.754 + 0 .124 D/V #201 La Costa Avenue and Sheridan R C 16.4 0 .000 C i6.8 0.000 + 0 .389 D/V Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 3 07/24/2007 08:51 2010 PM Filename, 2010PM-1.0UT Tue Jul 24, 2007 08:51:12 Ponto Vision Plan 2010 Conditions PM Peak Ho ur -----------------Level Of Service Computation Report Pa.9.e Page 3 -1 2000 HCM Operations Method (Future Volume Alternative) ················································································ Intersection #101 Avenida Encinas/ Palomar Airport. Rd. ················································································ Cycle (sec): Loss Time (sec): Optimal Cycl e: 100 16 (Y+R=4.0 sec) 97 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0 .842 45.4 D ·············································································· .... Avenida Encinas Palomar Airport Rd Street Name, Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11 ---------------11---------------1 I ---------------1 Control: Protected Protected Protected Protected Rights: Include Incl ude Inc lude Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 o 1 o 1 1 1 O o 1 1 O o 1 O 1 o 1 O 1 ------------1---------------11 ---------------11 ---------------11 ---------------1 Volume Module: Base Vol: 75 120 385 378 87 184 59 318 31 249 519 314 Growth Adj: 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 1.00 Initial Bse, 75 120 385 378 87 184 59 318 31 249 519 314 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial. Eut: 75 1-20 385 378 87 184 59 318 31 249 519 314 User Adj, 1.00 1.00 l .00 l . 00 l.. 00 1.00 1.00 1.00 1.00 l. 00 1. 00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 79 126 405 398 92 194 62 335 33 262 546 331 Reduct vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 79 126 405 398 92 194 62 335 33 262 546 331 PCE Adj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1. 00 l. 00 1.00 1.00 1.00 1.00 MLF Adj: 1. 00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol ., 19 126 405 398 92 194 62 335 33 262 546 331 ------------1---------------11---------------1 1---------------11 ---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 900 1900 1900 Adjustment, 0.95 1.00 0.85 0.96 0.96 0.85 0.95 0.99 0.99 0.95 1.00 0.85 Lanes, 1. 00 1. 00 1.00 1.63 0.37 1.00 1.00 0.91 0.09 1.00 1.00 1.00 Final Sat:.: 1805 1900 1615 2969 683 1615 1805 1709 167 1805 1900 1615 ------------1---------------11---------------11---------------1 \---------------\ Capacity Analysis Module, Vol/Sat: 0 .04 0.07 0.25 0 .13 0 .13 0.12 0.03 0.20 0.20 0.15 0.29 0. 20 Crit Moves, ..... .... ....... . .... Green/Cycle: 0.15 0.29 0.29 0.15 0.29 0.29 0.07 0.23 0.23 0.17 0.33 0 .33 Volume/Cap: 0.29 0.23 0.87 0.87 0 .46 0.41 0.49 0.85 0.85 0.85 0 .87 0.62 Delay/Veh: 38.3 27.4 50.4 55.5 29.5 29 .3 47.8 52.2 52.2 60.5 44.5 30.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.3 27.4 50.4 55.5 29.5 29.3 47.8 52.2 52.2 60.5 44.5 30.6 LOS by Move: D C D E C C D D D E D C HCM2kAvgQ: 2 3 15 10 6 5 3 14 14 11 19 9 ............................................................................................................................................ Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, !RVINE 7 07/24/2007 08:51 2010 PM Filename: 2010PM-l.OUT Tue Jul 24, 2007 08:5Ll2 Ponto Vision Plan 2010 Conditions PM Peak Hour ----------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Pa9.e Page 4-1 ******************************************************************************** Intersection #102 I-·5 SB Ramps / Palomar Airport Rd. ******************************************************************************** Cycle (sec), Loss Time (sec): Optimal Cycle: 100 8 (Y+R=4. O sec) 34 Critical Vol. /Cap. (X) : Average Delay (sec/veh): Level Of .Service: 0.544 15.8 B ***************************************************·*********~******************* I-5 SB Ramps Palomar A.irport Rd North Bound South Bound East Bound West Bound Street· Name: Approach: Movement: L T R L T R L T R L T R 5 ------------1---------------11---0 -----------11---------------11---------------1 .. Control: Protected Protec_ted Protected Protected Rights:· Include Include Include Ignore Min. Green: 7 10 10 7 10 10 7 10 10 7 ·10 10 Lanes : o O o o o 2 O O o 1 O o 2 1 o o . O 2· o 1 ------------1---------------11---------------11---------------1 I. --------------1 Volume Module: Base Vol: o O 0. 583 o 218 0 1198 273 0·1115 1221 Growth Adj: 1.00 1.00 1.00· 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: o 0 0 583 o 218 0 1198 273 0 1115 1221 Added Vol: 0 0 0 0 . 0 0 0 0 0 0 O 0 PasserByVol: 0 ·O O · 0 0 0 0 O O O O 0 Initial Fut: 0 O O 583 0 218 0 1198 273 0 1115 1221 User Adj: 1.00 1.00 1.00 1.00 l".00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 .PHF Adj: 0.95 0.95 0.95 0.95 0.95 .0.95 0.95 0.95 0.95 0.95 0.95 0.00 PHF Volume: 0 0 0 · 614 0 229 0 1261 287 0 1174 0 Reduct Vol : O O O O O O O o O O o o Reduced Vol: O o O 614 O 229 O 1261 287 O ·1174 o PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1 .. 00 1.00 1.0·0. 1.00 1.00 1.00 0.00 Fina-1 Vol.: ·o o o 614 o 229 o 1261 287 · o 1174 o ------------1---------------1l---~-----------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.92 1.00 0.85 1.00 0.88 0.88 1.00 0.95 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.44 0.56 0.00 2.00 1.00 Final Sat.: O Q O 3502 O 1615 o 4106 936 O 3610 1900 ------------1---------------11---------------11--------------1 I-.---. ---------1 Capacity Analysis Module: · Vol/Sat: 0.00 0.00 0.00 0.18 0.00 .0.14 0.00 0.31 0.31 0.00 0.33 · 0.00 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.00 0.00 0.00 0.00 0.0 0.0 1.00 1.00 0.0 0.0 A A 0 0 0.00 0.00 0. 0 1.00 0.0 A 0 0.32 0.54 28.4 1.00 28.4 C 8 0.00 0.00 0. 0 1.00 o.o A 0.32 0.44 27.4 1.00 27.4 ·C 6 0.00 0.60 0.00 0.51 0.0 11.8 1.00 1.00 0.0 11.8 A B 0 10 0.60 0.51 11.8 1.00 11. 8 B 10 0.00 0.60 o.oo 0.54 0.0 12.3 1.00 1.00 0.0 12.3 A B 0 11 0.00 0.00 0. 0 1.00 o.o A 0 *********************************·*********************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed ·to RBF CONSULTING, IRVINE 07/24/2007 08:51 Filename: 2010PM-l.OUT Pa9.e 2010 PM Tue Jul-24, 2007 08:51:12 Ponto Vision Plan 2010 Conditions· PM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Page 5-1 ******************************************************************************** Intersection #103 I-5 NB Ramps / Palomar Airport Rd_ ******************************************************************************** Cy_cle (sec): 100 Critical Vol./Cap. (X): Loss Time (sec): 12 (Y+R=4.0 sec) 137· Average Delay (sec/veh): 0.947 32.6 C Optimal Cycle: Leyel Of Service: ******************************************************************~~************ Street Name: ,I-5 NB RAmps Palomar Airport Rd North Bound South Bound East Bound West Bound L T R L T R L T R L T R Approach: .Movement: ------------1---· -----------11---------------11---------------11---------------1 Control: Permitted Protected Protected Protected Rights: Include Include Include . Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: O 1 O O 2 O O O O O 1 ~ 3 O O •o O 3 O 2 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 103 O 613 O O O 290 1300 o O 2023 1180 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00·1.00 1.00 1.00 1.00 1.00 Initial Bse: 103 o 613 o o 0 290 1300 0 0 2023 1180 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Pas serByVol : 0 0 0 O· 0 0 '0 0 0 0 0 0 Initial Fut: 103 o 613 o o 0 290 1300 0 0 2023 1180 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 108 0 645 O O O 305 1368 0 0 2129 1242 Reduct Vol: O o O o o O o O o. o O O Reduced Vol: 108 o 645 o o 0 305 1368 0 o .2129 1242 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00. 1.0Q 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ·Fina1,·vol., · 108 0 645 0 ·O O 305 1368 0 0 2129, 1242 ------------1---------------11-----:---------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.71 1.00 0.75 1.00 1.00 1.00 0.95 0.91 1.00 1.00 0.91 0.75 Lanes: 1.00 0.00 2.00 0.00 0.00 o.oo 1.00 3.00 0.00 o.oo 3.00 2.00 Final Sat.: 1357 o 2842 o o o 1805 5187 O o 5187 2842 ·------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.08 0.00 0.23 0.00 0.00 0.00 0.17 0.26 0.00 0.00 0.41 0.44 Crit Moves: Green/Cycle, Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.24 0.33 32.0 1.00 32.0 C 3 0.00 o.oo 0.0 1.00 0. 0 A 0 0.24 0.95 59.6 1.00 59.6 E 16 o.oo 0.00 0.0 1.00 0. 0 A 0 0.00 o.oo 0. 0 1.00 0.0 A 0 0.00 0.00 0.0 1.00 0.0 A 0 0.18 0.95 76.8 1.00 76.8 E 14 0.64 0.41 8. 9 1.00 8.9 A 8 0.00 o.oo 0.46 o.oo. 0.00 0.89 o.o o.o 29.1 1.00 0.0 A 0 1.00 1.00 0.0 29.1 A 0 C 25 0.46 0.95 39.8 1.00 39.8 D 26 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling.Assoc. Licensed to RBF CONSULTING, IRVINE 6 07/24/2007 08, 51· 2010 PM Filename, 2010PM-1.0UT Tue Jul 24, 2007 08,51,12 Ponto-Vision Plan 2010 Conditions PM Peak Hour Level Of Service Computation Report .2000 HCM Operations Method (Future Volume Alternative) Pa.9.e Page 6-1 ***************************************************·***************************** Intersection #104. Paseo Del Norte/ Palomar Airport Rd. ********************************~***************-******************************** Cycle (sec) , Loss Time (sec) , . Optimal Cycle, 120 16 (Y+R=4.0 sec) 114 Critical Vol./Cap. (X), Average Delay (sec/veh), Level Of Service, 0.867 40.9 D *********************************~•~•******************************************* Street Name, Approach, Movement: . Paseo Del Norte Palomar Airport Rd. North Bound South Bound East Bou~d West Bound L T. R. L T R L T R L T R ------------1-----~---~--c--l l------~--------11-------:_c _____ l 1----------~----I Control, Protected Protected Protected Protected Rights, Include Include Include Ovl Min. Green, 7 · 10 10 7 10 10 ·7 10 10 7 10 10 Lanes, 2 o 1 1 o 2 o 1 1 o 2 O 2 ~ O 2 O 4 O 1 -----, ------I, --------------I I ----------· ----I I ---------------I I·. --------------I Volume Module, Base Vol, 300 175 145 254 295 300 368 1214 455 277 2393 _ 287 Growth Adj, 1.00 1.00 1.00 1.00 1.00 ·1.00 1.00 1.00 1.00 ·LOO 1.00 1.00 Initial Bse, 300 175 145 254 295 300 368 1214 455 277 2393 287 Added Vol, 0 O O O O O O O O O O 0 PasserByVol, o o o o O O o o O O O O Initial Fut, 300 175 145 254 295. 300 368 1214 455 277 2393 287 User Adj, 1.00 1.00 1.00. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 · PHF Adj, 0. 95 0. 95 0. 95 0. 95· 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 PHF Volume, 316 184 153 267 311 316 387 1278 479 292 2519 302 Reduct Vol , O O O O O O O O O O o O Reduced Vol, 316 · 184 153 267 311 316 387 1278 · 479. 292 2519 302 PCE Adj, . 1. 00 1. 00 1. 00 1. 00 1. 00 1-. 00 1. 00 1. 00 1. 00 . ·1. 00 1. 00 1.-00 MLF Adj·, 1.00 1.00 ~.00 1.00 1.00 1.00 1.00 1.00 .1.00 1.00 1.00 1.00 7 'Final Vol.-·,-· 316 184-·1·53" -· 267-Ttl 316· -. 387"·1:278 --479' 292· 2519 302 - ~~----------1---------------11---------------11---------------11°--------------I Saturation Flow Module, Sat/Lane, 1900.1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 0.92 0.89 0.89 0.92 0.88 0.88 0.92 0.87 0.87 0.92 0.91 0.85 Lanes, 2.00 1.09 0.91 2.00 1.00 1.00 2:00 2.18 0.82 2.00 4.00 1.00 .Final Sat.,. 3502 1940· 1525 3502 1668 1668 3502 3618 1356 • 3502 6916 1615 -------~--~-1--------------I I.----~-----.---11---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.09 0.10 0.10 0.08 0.19 0.19 0.11 0.35 0.35 0.08 0.36 0.19 Crit Moves, Green/Cycle, Volume/Cap, Delay/Veh, User DelAdj, AdjDel/Veh, LOS by Move, HCM2kAvgQ, 0.10 0.18 0.87 0.55 72.1 45.8 1.00 1.00 72.1 45.8 E D 9 7 0.18 0.55 45.8 1.00 45.8 D 7 0.14 0.21 0.55 0.87 49.7 56.3 1.00 1.00 49.7 56.3 D E 5 14 0.21 0.88 58.0 1.00 58.0 E 15 0.13 0.44 0.87 0.80 67.6 30.9 1.00 1.00 67.6 30.9 E C 10 22 0.44 0.80 30 .-9 1.00 30.9 C 22 0.10 0.42 0.80 0.87 64.0 34.7 1.00 1.00 64 .. 0 34.7 E C 7 26 0.56 0.34 14.6 1.00 14.6 B 6 ******************************************************************************** Note, Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08,51 Filename, 2010PM-1.0UT Pa.9.e 2010 PM ·Tue Jul 24, 2007 08,51,12 Ponto Vision Plan 2010 Conditions PM Peak Hour Level Of Service Computation Report 2000 HCM Operation's Method (Future Volume Alternative) Page 7-1 ******************~*******************************************~***************** Intersection #105 Armada/ Palomar Airport Rd *******************************************·**************~********************** Cycle· (sec), Loss Ti.me (sec), Optimal Cycle, 120 16 (Y+R=4.0 sec) 142 Critical Vol. /Cap. (X) , 'Average Delay ( sec/veh) Level Of Service, 0.923 47.8 D ·······••i••·························································~···········~ Street Name, Approach, Movement: Armada Palomar Airport Rd North Bound' South Bound East Bound West Bound L T R L T R L T R L T R ------------1----------~----I 1---------------11---------------11---------------1 Control, Rights, · Min. Green: Lanes: Protected· Protected Protected Protected' Include Include Include Include 7 10 10 7 10 10 7 10 10 7 10 10 2 0 0 1 0 · 2 0 1 0 1 -2 0. 3 0 1 1 0 3 0 1 ------------1-0 -------------11---------------1·1-------•-------11---------------1 Volume Module, Base Vol, 338 94 254 325 68 293 166 919 138 275 2150 102 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 338 94 254 325 68 293 166 919 138 275 2150 102 Added Vol, 0 O O O O O O O O O O 0 PasserByVol, O o o o o o o o o o o o Initial Fut, 338 94 254 325 68 293 166 919 138 275 2150 102 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0·0 1.00 1.00 PHF-Adj, 0. 95. 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 PHF Volume, 356 99 267 342 72 308 175 967 145 289 2263 107 Reduct Vol, O O o o o o O O O .O O O ·Reduced Vol, -356 99 267 342 72 308 175 967 145 289 2263, 107 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 'Final~ VoL, · 356·· ·99.· --'267 342 72•~-308 1'75· · 967-· 14-S --,299~2263 107 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane, 1900 1900 1960 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 0.92 0.89 0.89 0.92 1.00 0.85 0.92 0.91 0.85 0.95 0.91 0.85 Lanes, 2.00 0.27 0.73 2.00 1.00 1:00 2.00 3.00 1.00 1.00 3.00 a.oo Final Sat., 3502 457 1236 3502 1900 1615 3502 5187 1615 1805 5187 1615 ------------1---------------11---------~-----I 1--------•------I 1---------------1 Capacity Analysis Module, Vol/Sat, 0.10 0.22 0.22 0.10 0.04 0.19 0.05 0.19 0.09 0.16 0.44 0.07 Crit Moves, Green/Cycle, Volume/Cap, Delay/Veh, User DelAdj, AdjDel/Veh, LOS by Move, HCM2kAvgQ, **** 0.12 0.23 0.23 0.86 0.93 0.93 69.1 73.0 73.0 1.00 1.00 ·1.00 69.1 73.0 73.0 E E E 9 17 17 0.11 0.22 0.93 0.17 82.6 38.0 1. 00 1. 00 82.6 38.0 F D 10 2 0.22 0.86 64.2 1.00 64.2 E 14 0.06 0.28 0.86 0.66 84.0 38.9 1.00 1.00 84.0 38.9 F D 6 12 0. 28 0.32 34.2 1.00 34.2 C 4 0.24 0.47 0.66 0.93 44.4 36.9 1.00 1.00 44.4 36.9 D D 10 33 0.47 0.14 18.1 1.00 18.1 B 2 ******************************************************************************** Note, Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 8 07/24/200? 08:51 Filename: 2010PM-1.0UT Pas_e 2010 PM Tue Jul 24, 2007 08:51:12 Ponto Vision Plan 2010 Conditions PM Peak Hour ----------------- Level Of Service Computation Re.port 2000 HCM Operations Method (Future Volume Alternative) Page 8-1 ******************************************************-************************** Intersection #106 Palomar Airport Rd. / Hidden Valley ******************************************************************************** Cycle (sec): 120 Critical Vol./Cap. (X): Loss Time (sec) : 12 (Y+R=4.0 sec) 64 Average Delay (sec/veh): 0.718 16.2 B Optimal Cycle: Level Of Service: ******************************************************************************** Street Name: Hidden Valley Palomar Airport Rd. Approach: North Bound South Bound East Bound West Bound Movement: L T R. L T. R L T R L T .R ------------1---------------11---------------11-------------~-I 1-----------~---I Control: Protected Protected Protected Protected Rights, Include Include Ovl Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 3 0 1 1 0 2 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 97 o 55 48 4 86 70 1696 157 42 2405 20 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 97 o 55 48 4 86 70 1696 157 42 2405 20 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 97 o 55 48 4 86 70 1696 157 42 2405 20 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 -1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 102 0 58 51 4 91 74 1785 165 44 2532 21 Reduct Vol: o O O O O O O O O O O O Reduced Vol: 162 O 58 51 4. 91 7~ 1785 165 44 2532 21 PCE Adj: 1.00 1.00 l.OO· 1.00 1.00 1.00 1.00 LOO ·l.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. ,-102 o s0· 51 ·4 · 91 74 1785 165 44 2532 21 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.95 1.00 0.85 0.95 0.91 0.85 0.95 0.91 0.91 Lanes, 1.00 0.00 1.00 1.00 1.00 1.00 1.00 3.00 1.00 1.00 2.98 0.02 Final Sat., 1805 o 1615 1805 1900 1615 1805 5187 1615 1805 5139 43 ------------l~--------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat, 0.06 0.00 0.04 0.03 0.00 0.06 0.04 -0.34 0.10 0.02 0.49 0.49 Crit Moves: Green/Cycle, Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.08 0.00 0.72 0.00 71.0 0.0 1. 00 1. 00 71.0 0.0 E A 5 0 o.oo xxxx 0.0 1.00 0.0 A 10 0.10 0.08 0.28 0.03 50.9 50.6 1.00 1.00 50.9 50.6 D D 2 0 0.08 0.67 66.0 1.00 66.0 E 5 0:06 0.63 0.70 0.55 74.3 12.6 1.00 .1.00 74.3 12.6 E B 4 13 0. 71 0.14 5. 7 1.00 5.7 A 2 0.11 0.68 0.23 0.72 49.7 12.9 1.00 i.oo 49.7 12.9 D B 2 22 0.68 0.72 12.9 1.00 12.9 B 22 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 9 07/24/2007 08:51 2010 PM Filename: 2010PM-l.OUT Tue Jul 24, 2007 08:51:13 Ponto Vision Plan 2010 Conditions PM Peak Hour ----------------- Level Of Service Computation Report Pas_e 10 Page 9-1 2000 HCM Operations Method (Future Volume Alternative) ****************************************************************************·**** Intersection #10? College Blvd/ Palomar Airport Rd ****************************************************************~*************** Cycle (sec) : Loss Time (sec): Optimal Cycle, 120 16 (Y+R=4.0 sec) 109 Critical Vol./Cap. (X): Average Delay (sec/veh), Level Of Service: · 0.853 41.1 D ******************************************************************************** College Blvd Palomar Airport Rd Street Name, Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------1 l---~-----------1 Control, Protected Protected Protected Protected Rights, Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 ~0 7 10 10 Lanes: 2 o ·2 O· 1 2 o 1 1 1 2 o 3 o 1 2 O 3 o 1 ------------1---------------11---------------11---------------11---------------1 ·Volume Module: Base Vol: 155 136 114 71 487 694 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 155 136 Added Vol: 0 0 PasserByVol: o o Initial Fut, 155 136 User Adj: 1.00 1.00 PHF Adj: 0.95 0.95 PHF Volume: 163 143. Reduct Vol, o o 114 0 0 71 0 0 487 0 0 114 71 487 1.00· 1.00 1.00 0.95 0.95 0.95 120 75 513 0 0 0 694 0 o· 694 1.00 0.95 731' 0 3 63 97 8 1. 00 1. 00 363 978 0 0 0 0 363 978 1.00 1.00 0.95 0.95 382 1029 0 0 264 1.00 264 0 0 264 1·. 00 0.95 278 0 250 1636 1. 00 1. 00 250 1636 0 0 0 250 1.00 0.95 263 0 0 1636 1.00 0.95 1722 0. 92 1.00 92 0 0 92 1.00 0.95 97 0 Reduced Vol, 163 143 120 75 513 731 382 1029 278 '263 1722 97 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 l.~O 1.00 Fitial V61.~ 1'63 143 120 75 -513-· 731 ·392· 1029 278 "263 1722 97 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: · Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 0.87 0.87 0.92 0.91 0.85 0.92 0.91 0.85 Lanes, 2.00 2.00 1.00 2.00 1.24 1.76 2.00 3.~o 1,00 2.00 3.00 1.00 Final Sat.; 3502 3610 1615 3502 2036 2902 3502 5187 1615 3502 5187 1615 ------------1---------------ll---------------l 1----------~----I 1---------------1 Capacity Analysis Module: Vol/Sat: 0.05 0.04 0.07 ·0.02 0.25 0,25 0.11 0.20 0.17 0.08 0.33 0.06 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.06 0.21 0.80 0.19 75.3 39.4 1.00 1.00 75.3 39.4 E D ·5 2 0.21 0.36 41.4 1.00 41.4 D 4 0.14 0.29 0.15 0.86 45.0 45.3 1. 00 1. 00 45.0 45.3 D D- 1 18 0.29 0.86 45.3 1.00 45.3 D 18 0.13 0.37• 0.37 0.86 0.53 · 0.46 66.4 29.7 1.00 1.00 66.4 29.7 E C 10 11 29. 0 1.00 29.0 C 8 0.14 0.39 0.53 0.86 48.9 37.6 1.00 1.00 48.9 37.6 D D 5 24 0.39 0.15 24.l 1.00 24.1 C 2 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08,51 2010 PM Filename, 2010PM-l.OUT Tue Jul 24, 2007 08,51,13 Page 11 ·Page 10-1 Ponto Vision Plan 2010 Conditions PM Peak Hour ----------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #108. Palomar Airport./ Camino.Vida Roble ******************************************************************************** Cycle (sec): Loss Time (sec) Optimal _Cycle, 120 16 (Y+R=4.0 sec) 66 Critical Vol . ./Cap. (X) , ·Average Delay (sec/veh), Level Of Service, 0.656 35.0 D ******************************************************************************** Camino Vida Roble Palomar Airport Road Street Name, Approach, Movement, North Bound South Bound East Bound · West Bound L T R L T R L T R L T R --------~---1-----------· ---11---------------11---------------11---------------1 Control, Protected Protected Protected Protected Rights: , Include Include Include Include Min. Green: 7 10 10 7 10 .10 7 10 10 7 10 10 Lanes, 2 o o 1 o 1 o 1 o 1 1 o 2 1 O 1 o 2 1 o ------------1---------------11---------------11---------------11---------------1 Volume Module, Base Vol: 410 .. 31 137 123 95 175 47 1100 214 100 1000 40 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 410 31 137 123 95 175 47 1100 214 100 1000 40 Added .vol: 0 0 0 0 o O o O O O O 0 • PasserByVol: O o O o O O o O O O O O Initial Fut·, 410 31 137 123 95 175 47 1100 214 100 1000 40 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .1.00 1.00 ·1.00 1.00 PHF Adj , 0. 95 0. 95 O. 95 0. 95 0. 95 0. 95 0. 95 0. 95 · 0. 95 0. 95· 0. 95 0. 95 PHF •Volume, 432 33. 144 12·9 100 184 49 1158 225 105 1053 42 Reduct Vol, 0 O O O O O O O o O O O Reduced Vol, 432 33 144 129 100 · 184 49 1158 225 105 1053 42 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 tinal Vol.: 432 33 ·144· 129 100 184 49 1158 225 105 1053 42 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 0 :92 0. 88 0. 88 0. 95 1. 00 0. 85 0. 95 0. 89 0. 89 O. 95 0. 90 0. 90 Lanes, 2.00 0.18 0.82 1.00 1 .. 00 1.00 1.00 2.51 0.49. 1.00 2.88 0.12 Final Sat., 3502 308 1360 1805 1900 -1615 1805 4238 824 ~805 4958 198 ------------1---------------11-----· ---------11--------------1 I ·--------------1 Capacity Analysis Module: Vol/Sat:· 0.12 0.11 0.11 0.07 0.05 0.11 0.03 0.27 0.27 0.06 0.21 0.21 Crit Moves, G_reen/Cycle, Volume/Cap: Delay/Veh, User DelAdj: AdjDel/Veh, LOS by Move, HCM2kAvgQ, 0.19 0.22 0.66 0.49 47.6 42.3 1.00 1.00 47.6 42.3 D D 9 6 0.22 0.49 42.3 1.00 42.3 D 6 0.15 0.17 0.49 0.30 48.6 1.00 48.6 D 5 43.8 1.00 43.8 D. 3 ·O .17 0.66 51. 8 1.00 51. 8 ri 7· 0 .11 0. 42 0.25 0.66 49.7 28.9 1. 00 1. 00 49.7 28.9 D C 2 15 0.42 0.09 0.40 0.66' 0.66 0.54 28.9 1.00 28.9 C· 15 62.4 28.0 1.00 1.00. 62.4 28.0 E 5 C 11 0.40 0.54 28.0 1.00 28.0 C 11 ******************************************************************~************* Note, Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08,51 Filename, 2010PM-l.OUT Page 12 Page 11-1 2010 PM Tue Jul 24, 2007 08:51,13 -----------------------------~-----------------------~-------------------------- Ponto Vision Plan 2010 Conditions PM Peak Hour ---------------- Level Of Service Computation Report 2000 HCM Operations Method _,(Future Volume Alternative) ******************************************************************************** Intersection #109 El Camino Real/ Palomar Airport Road ******************************************************************************** Cycle (sec), Loss Time (sec) Optimal Cycle, 120 16 (Y+R=4.0 sec) 180 Critical Vol./Cap. (X), Average Delay (sec/veh) Level Of Service, 1.119 77.3 E **********************************~********************************************* Street Name, Approach,· Movement: ·El Camino Real Palomar Airport Road North Bound South Bound East Bound West Bound L T R L T R L T R L T R ---0 --------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights,. Ovl Ovl Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 3 0 2 2 0 3 0 1 2 0 2 1 0 2 0 3 0 2 -----.-------1---------------11---------------11---------------11---------------1 Volume Module, Base Vol, 91 830 636 891 1104 151 285 1602 103 613 729 627 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 91 830 636 891 1104 151 285 1602 103 613 729 627 Added Vol, 0 O O O O O O O O O O 0 PasserByVol, o o o o o o o o o o o o Initial Fut: 91 ·930 636 891 1104 151 285 1602 103 613 729 627 User Adj, 1.00 1.00 1.00· ·1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj, 0.95 0.95 0.95_ 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume, 96 874 669 938 1162 159 300 1686 108 645 767 660 Reduct Vol: o o O o o O o o o o O · o· .Reduced Vol, 96 874 669 938 1162 159 300 1686 108 645 767 660 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 96 874 669 938 1162 159 300 1686 108 645 767 660 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 0.95 0.91 0.75 0.92 0.91 0.85 0.92 0.90 0.90 0.92 0.91 0.75 Lanes, 1.00 3.00 2.00 2.00 3.00 1.00 2.00 2.82 0.18 2.00 3.00 2.00 Final sat., 1805 5187 2842 3502·5197. 1615 3502 4830 .311 3502 5187 2842 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.05 0.17 0.24 0.27 0.22 0.10 0.09 0.35 0.35 0.18 0.15 0.23 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh, User DelAdj, AdjDel/Veh, LOS by Move: HCM2kAvgQ, 0.08 0.15 0.66 1.12 64.2 121 1.00 1.00 64.2 121 E F 5 19 0.32 0.24 0.31 0.75 1.12 0.72 40.3 114.8 38.5 1.00 1.00 1.00 40.3 114.8 38.5 D 14 F 28 D 15 0.44 0.22 21. 2 1.00 21.2 C 4 0.13 0.31 0.31 0.16 0.35 0.67 1.12 1.12 1.12 0.42 53.6 104 103.8 124.7 30.1 1.00 1.00 1.00 1.00 1.00 53.6 104 103.8 124.7 30.1 D F F F C 7 36 36 20 8 0.35 0.67 34.9 1.00 34.9 C 12 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (~) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE "' o7/24L2007 00,51 .2010 PM Filename: 2010PM-1.0UT Tue Jul 24, 2007 08:51:13 Ponto Vision Plan 2010 Conditions PM Peak Hour Level Of Service Computation Report Pa.9.e 13 Page 12-1· 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #110 Palomar Airport Road./ El Fuerte ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 16 (Y+R=4.0 sec) 113 Critical Vol./Cap. (X): Average Deiay (sec/veh): Level Of .. Service: 0.864 30.3 C ******************************************************************************** Street Name: El Fuerte Palomar Airport Road Approach: North Bound South Bound East Bound West·Bound Movement: L T R L T . R L T R L T . R ---------0 --1---------------1 i-----------~---1lc--------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 o 1 1 O 2 o 1 1 O 2 o 3 O 1 2 o 2 1 o ------------1°--------------I 1---------------11--------------~I 1---------------1 Volume Module: Base Vol: 47-32 103 342 204 181 72 2650 152 134 1523 34 Growth Adj: 1.00 1.00 1.00 l.Oci_ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 47 32 103 342 204 181 72 2650 152 134 1523 34 Added Vol, 0 0 0 O O O O O O O O ·O PasserByVol, 0 0. 0 o 0 o O 0 0 o 0 o Initial Fut: 47 32 103 342 204 181 72 2650 152 134 1523 34 . User Adj: 1.00-1.00 1.00 1.00 1.00· .1-.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0. 95 0. 95 0. 95 o·. 95 o·. 95 .o. 95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 PHF Volume: 49 34 108 360 215 191 76 2789 160 141 1603 36 Reduct Vol: O O O o o O o O O o O o Reduced Vol: 49 34 108 360 215 191 76 2789 160 141 1603 36 PCE Adj, 1.00 1.00 1.00 1.0Q 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0,0 Final Vol.: 49. ·34 -108 -360 ·215 · 191 75-2789 --160 141 1603 :36·-- ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900. Adjustment:· O. 92 O. 84 O. 84 O. 92 o. 88 O. 88 o. 92 O .. 91 O. 85 o. 92 O. 91 O. 91 Lanes: 2.00 1.00 1.00 2.00 1.06 0.94 2.00 3.00 1.00 2.00 2.93 0.07 Final Sat.: 3502 1599 1599 3502 1779 1578 3502 5187 1615 ·3502 5059 113 ------------1----------c----l l-------~--,----11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.02 0.07 0.10 0.12 0.12 0.02 0.54 0.10 0.04 0.32 0.32 Crit Moves: **** **** **** **** ·Green/Cycle: 0.07 0.08 0.08 0.12 0 .13 0.13 0.10 0.61 0.61 0.06 0.56 0.56 Volume/Cap, 0.22 0.25 0.81 0.88 0.90 0.90 0.21 0.88 0.16 0.69 0.56 0.56 Delay/Yeh: 53.7 51. 7 78.5 72.0 71.2 71.2 49.6 23.2 10.3 65. 1 ·1 7. 0 17.0 User DelAdj, 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 53. 7 ·51. 7 78.5 72 .o 71.2 71.2 49.6 23.2 10.3 65.1 17.0 17.0 LOS by Move: D D E E E E D C B E' B B HCM2kAvgQ: 1 1 6 10 11 11 1 35 3 4 14 14 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 2010 PM Filename: 2010PM-1.0UT Tue Jul 24, 2007 08:51:13 Ponto Vision Plan 2010 Conditions PM Peak Hour Level Of Service Computat_ion Report Pa.9.e 14 Page 13-1 2000 HCM Operations Method (Future Volume Alternative) ******************************~****~*********************~********************** Intersection #111 Pal,;mar Airport Road j Melrose Drive *********~***************************************************~****************** Cycle (se.c) : Loss Time (sec): Optimal Cycle: 120 16 (Y+R=4·.o sec) 180 Critical Vol./Cap. (X), Average Delay (sec/veh) Level Of Service, 0.981 50.6 b *******~~**************************~********~****~*******************·*********** Street Name: Melrose Drive Palomar Airport Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---.-----------11----:----•---~-11---------------1 Control, Protected Protected. Protected Protected Rights, · Include Include Include Include Min. Green, . 7 10 10 7 10 ro 7 10 10 7 10, 10 Lanes: 2 O 4 o 1. 2 o 3 o 1 2 o 3 o 1 2 o 3 O 1 ------------1---------------11---------------11---------------11---------------1 .Volume Module: Base Vol: 195 437 253 · "96 750 450 328 1106 286 505 1284 62 Growth Adj, 1.00 1.00 1.00 1.00 1.00 LOO. 1.00 1.00 1.00 1.00 1.00 1.00 Initiai ise~ 195 437 253 96 750 4~0 328 1706 286 505 1284 62 Added Vol, 0 0 0 0 0 0 ~ 0 0 0 0 0 PasserByVol: O o O o o O o o o o o o Initial Fut: 195 437 253 96 750 450 328 1706 286 505 1284 62 user Adj: 1.00 1.00 1.00 1.00 1.00 1.od 1.00 1.00 1.00 ·1.00 1.00 1.00 PHF Adj, 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Q.95 0.95 PHF Volume: 205 460 266 101 789 474 345 1796 301 532 1352 65 Reduct Vol: o o O o o o o o o o o o Reduced Vol: 205 460 266 101 789 474 345 1796 301 532 1352 65 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ·Final· Vol.: 205 ·460 •266 ·101' 789 · 474 345'"1796 -30-1-· -532 1:352 65 ---------•---1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane, ~900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 "0.85 0.92· 0.91 0.85. Lanes: 2.00 4.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 -2.00 3.00 1.00 Final Sat., 3502 6916 1615 3502 5187 1615 3502 5187 1615. 3502 5187 1615 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: · Vol/Sat: 0.06 0.07 0.16 0.03 0.15 0.29 0.10 0.35 ·0.19 0.15 0.26 0.04 Crit Moves, **** **** **** **** Green/Cycle, 0.06 0.27 0.27 0.09 0.30 0.30 0.14 0.35 0.35 0.15 0.37 0.37 Volume/Cap: 0.98 0.25 0.62 0.31 0.51 0.98 0.71 0.98 0.53 0.98 0.71 0 .11 Delay/Veh: 112.8 34.8 41.6 51.3 35.1 77.5 54.0 55.0 31. 8 84.1 33.6 25.0 User DelAdj: 1:00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 112.8 34.8 41-6 51.3 35.1 77.5 54.0 55.0 31. 8 84.1 33.6 25.0 ·LOS by Move, F C D D D E D E C F C C HCM2kAvgQ, 7 4 9 2 9 23 8 30 9 15 16 '2 ****************************************************************************~*** Note, Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) -2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 Filename, 2010PM-1.0UT Pag_e 15 2010 PM Tue Jul 24; 2007 08:51_:13 ----------------- Ponto Vision Plan 2010 Conditions PM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Page 14-1 ******************************************************************************** Intersection #112 Carlsbad Blvd.·; Isl~nd Way. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): Loss Time (sec): 12 (Y+R=4.0 sec) 39 Average Delay (sec/veh): 0.414 7.2 A Optimai Cycle: Level Of Service: ****.****·************************************************************************ Street Name, Approach: Movement: Carlsbad Blvd. Island Way North Bound. South Bound East Bqund West Bound L T. -R L T R L T R L T R :-----------1---------------11---------------11---------------1 l---~-----------1 Control: Protected Protected Protected Protected Rights, Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, o o 1 1 0 1 o 2 0 o o 0 0-0 0 1 0 o o 1 ------------1--------------11---------------11---------------11---------------1 Volume Module: Base Vol: Growth Adj: Initial Bse: Added Vol: PasserByVol: Initial Fut, User Adj: PHF Adj: PHF Volume: Reduct Vol: 0 1054 1.00 1.00 0 1054 0 0 0 0 0 1054 1. 00 1. 00 0.95 0.95 0 1109 0 0 23 1.00 23 0 0 23 1.00 0.95 24 0 74 1185 1. 00 1. 00 74 1185 0 0 0 0 ·74 1185 1.00 1.00 0.95 0.95 78 1247 0 0 0 1.00 0 0 0 0 1.00 0.95 0 0 0 0 1. 00 1. 00 0 0 0 0 0 0 0 0 1. 00 1. 00 0.95 0.95 o o· 0 0 0 1.00 0 0 0 0 1.00 0.95 0 0 22 0 1.00 1.00 22 0 0 0 0 0 22 0 1.00 1.00 0.95 0.95 23 0 0 0 10 1.00 10 0 0 10 1.00 0.95 11 0 Reduced Vol: o 1109 24 78 1247 o o o o· 23 o 11 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00-.1.00 1.00 1.00 Final Vol:: 0 1109 . 24 78·1247 0. 0 0 0 23 0 11 ------------1---------------11---------------11---------------11-,-------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.85 Lanes, o.oo 1.96 0.04 1.00 2.00 0.00 0.00 0.00 o.oo 1.00 0.00 1.00 Final Sat.: o 3522 77· 1805 3610 ~ o O o 1805 o 1615 ------------1-------------11--------------I 1----------~----I I-.------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.31 0.31 0.04 0.35 0.00 0.00 0.00 0.00 0.01 0.00 0.01 Crit Moves-: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: o.oo 0.69 0.00 0.46 o.o 7.3 1. 00 1. 00 0.0 7.3 A A 0 8 0.69 0.46 7.3 1.00 7.3 A 8 0.09 0.78 0.46 0.44 44.9 3.8 1. 00 1. 00 44.9 3.8 D A 3 7 o. oo· 0.00 0. 0 1.00 0.0 A 0 0.00 0.00 · o.oo 0.10 0.00 0.00_0.00 0.00 0.13 0.00 0.0 o.o 1.00 1.00 0 .. 0 0. 0 A 0 A 0 0.0 41.3 o.o 1.00 1.00 1.00 o.o 41.3 o.o A 0 D 1 A 0 0.10 0.07 40.9 1.00 40.9 ri 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 2010 PM Filename: 2010PM-l.OUT T~e Jul 24, 2007 08:51:13 ----------------- Ponto Vision Plan 2010 Conditions PM Peak Hour Level Of Service Computation Report Pag_e 16 Page 1'5-1 2000 HCM Operations Method (Future Volume Alternative) *****************~********~*************~*************************************** Intersection #113 Carlsbad Blvd/ Breakwater Rd. ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 12 (Y+R=4.0 sec) 39 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service, 0.370 6.2 A *******************·************************************************************* Street Name: Carlsbad Blvd Breakwater Rd. Approach: North Bound Sout·h Bound East Bound-West Bound Movement: L T R L T R L T R L T R -----------~1---------------I 1---------------1 l---------------1·1---------------I Control: Permitted Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 · 10· 7 10 10 Lanes: 1 o 1 1 b 1 o ·2 o o o· o o O O 1 o o · o 1 ------------1---------------11---------------11-------------~-11---------------1 Volume Module: Base Vol: Growth Adj: Initial Bse: Added Vol: PasserByVol: Initial Fut, User Adj: PHF Adj: PHF Volume: Reduct Vol: 0 991 1. 00 1. 00 0 991 0 0 0 0 0 991 1.00 1.00 0.95 0.95 0 1043 0 0 29 1.00 29 0 0 29 1.00 0.95 31 0 28 1012 1.00 1.00 28 1012 0 0 0 0 28 1012 1.00 1.00 0.95 0.95 29 1065 o o· 0 1.00 0 0 0 0 1.00 0.95 0 0 0 0 1.00 1.00 0 0 0 0 0 0 0 0 1.00 1.00 0.95 0.95 0 0 0 0 0 1.00 0 0 0 0 1.00 0.95 0 0 30 0 1.00 1.00 30 0 0 0 0 0 30 o· 1.00 1.00 0.95 0.95 32 0 0 -0 17 1.00 17 0 0 17 1.·00 0.95 18 0 Reduced Vol: 0 1043 31 29 1065 0 O O O 32 O 18 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00-1.00 1.00 1.00 1.00 1.00 1.00 .1.00 1.00 1.00 1.-00 1.00 Final.Vol.: o 1043 3-1 ·29 '1065 -0 •-0 O ,0 -~--32 o-.-18 ------------1---------------1I---------------11----------_ ----11---------------1 Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900·1900 1900 Adjustment: 1.00 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 1.00 1.94 0.06 1.00 2.00 0.00 0.00 0.00 o.oo 1:00 o.oo 1.00 Final Sat.: 1900 3493 102 1805-3610 o o o .0 1805 o 1615 ------------1-------~-------I 1-----------~---I 1-----------~---I 1--------c------l Capacity Analysis Module: · · · Vol/Sat: 0.00 0.30 ~.30 0.02 0.30 0.00 0.00 0.00 0.00 0.02 0.00 0.01 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.00 0.71 0.71 0.00 0.42 0.42 0.0 6.1 6.1 1.00 1.00· 1..00 0.0 6.1 6.1 A 0 A 7 A 7 **** 0.07 0.78 0.23 0.38 44.9 3.5 1.00 1.00 44.9 3.5 D A 1 5 0.00 0.00 0.0 1.00 0.0 A 0 0.00 0.00 0.00 0.00 0.0 0.0 1.00 1.00 0.0 o.o A A 0 0 o.oo o.oo 0.0 1.00 0.0 A 0 0.10 o.oo 0.17 o.oo 41.7 0.0 1.00 1.00 41.7 0.0 D A 1 0 0.10 0 .-11 41. 3 1.00 41.3 D 1 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 · 08: 51 2010 PM Filename: 2010PM-1.0UT Tue Jul 24, 2007 08:51:14 Ponto Vision Plan 2010 Conditions PM Peak Hour Level Of Service _Computation Report Pag_e 19 Page 18·-1 2000 HCM Operations Method (Future Volume Alternative) *******************************·************************************************* Intersection #116 I-5 SB Ramps_/ Poinsettia Lane ******************************************************************************** Cycle (sec), Loss .Time (sec), Optimai Cycle: 100 12 (Y+R=4.0 sec) 69 .Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.761 28.0 C ******************************************************************************** Street Name: I-5 SB Ramps Poinsettia Lane Approach: North.Bound South Bound East Bound West Bound Movement: L T R L . T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Permitted Protected Protected Rights: Include .. Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: o o o o o 1 1 o o 1 o o 2 O ·1 2 o 2 o o ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: o o O 322 2 265 o 800 394 800 800 o Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, O O O 322 2 265 O 800 394 800 800 o . Added Vol : O · 0 0 0 0 0 0 0 0 0 0 0 · PasserByVol: 0 0 0 o o o o o o o o o Initial Fut:· O o O 322 2 265 O 800 394 800 800 o User Adj, 1.00 1,00 1.00 i.60 1.00 ·1.00 1.00 1.00 1.00 .1.00 1.00 1.00 PHF Adj: 0. 95 0. 95 0. 95 0. 95 0. 95 o.·. 95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 PHF Volume: ·.0 0 0 339 2 279 0 842 415 842 842 0 Reduct Vol: 0 0 0 o 0 0 0 0 o 0. o 0 Reduced Vol: 0 0 0 339 2 279 0 842 415 842 842 o PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1,.00 1.00. 1.00 1.00·1.oo i.oo Final vdi:,·· ·o· ·o·· ·o· .. · 339 ··2 279 o 842 415 8'42 34·2 o ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900. 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 1.00 1.00 1.00 0.92 0.92 0.85 1.00 0.95 0.85 0.92 0.95 1.00 Lanes: 0.00 0.00 0.00 1.99 0.01 1.00 0.00 2.00 1.00 2.00 2.00 0.00 Final sat.: a. a o 3467 22 1615 o 3610 1615 3502 3610 a ------------1---------------11-------~-.--.--11---------------11---------------.1 Capacity Analysis Module:· Vol/Sat: 0.00 0.00 0.00 0.10 0.10 0.17 ~.00 0.23 0.26 0.24 0.23 0.00, Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.00 0.00 0.00 0.00 o.o a.a 1.00 1:00 o.o a.a A A a a 0.00 0.00 a.a 1.00 o.o A 0 0.23 0.23 0.43 0.43 33.5 33.5 1.00 1.00 33.5 33.5 C C 5 . 5 0.23 0.76 45.2 1.00 45.2 D 10 o. o a .a. 34 0.00 0.69 a.a 30.4 1. 00 1. 00 a.a 30.4 A C a 13 0.34 0.76 35.8 1.00 35.8 D 13 0.32 '0.65 0.76 0.36 34.0 7.9 1.00 LOO 34.0 7.9 C A 14 6 0.00 0.00 a. o 1.00 0.0 A a ******************************************************************************** Note, Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. _Licensed to RBF CONSULTING,. IRVINE 07/24/2007 08:51 2010 PM Filename: 2010PM-1.0UT Tue Jul 24, 2007 08:51:14 Ponto Vision Plan 2010 Conditions PM Peak Hour Level Of Service Computation Report Pag_e 20 Page 19-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #117 I-5 NB Ramps/ Poinsettia Lane ******************************************************************************** Cycle (sec): Loss Time (sec) Optimal Cycle: 100 12 (Y+R=4.0 sec) ,74 Critical Vol./Cap. (X): Average Delay. (sec/veh) Level Of Service: 0.788 28.1 C *~******~*****************~***************************************************** Street Name: I-5 NB Ramps Poinsettia Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1----.---------11---------------11---------------1 I-~ ------------1 Control: Permitted Protected Protected Rights: Include Include Include Min. Green, a o a a a o a a a Protected Include a a a Lanes: o 1 o a 2 o a o a ·a 1 o 2 o a· o a 3 a 1 ------------1---------------11---------------11---'------· ----11---------------1 Volume Module: Base Vol: 250 9 778 1 o o a 211 1094 a a 1393 212 Growth Adj, 1.00 1.00 1.00 1.00 1.00· 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 250 9 778 o a a 211 1094 a a 1393 272 Added vol: a a a a o a a a a a a o PasserByVol: a a a a a o o a a a a o Initial Fut: 250 9 778 a o o 211 1094 a a 1393 212 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0,95 0.95 0.95 0.95 0.95 0.9~ PHF Volume: 263 9 819 o a a 222 1152 a o 1466 286 Reduct Vol-: o a 6 a a a a a a a a o Reduced Vol, 263 9 819 o a a 222 1152 a a 1466 286 PCE Adj: -1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00_ 1.00 MLF Adj: 1.00 1.00 1.00 · 1.00 1.00 1.00 1.00 1.00 1.00 1.'00 1.00 1.00 Final Veil.: ··263 9. 819 ,_ a a· -o· ·222 -11·52 · · .-., a -0·"1466 286 ------------1---------------11---------------11-------~-------I 1---------------1 Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.96 0.96 0.75 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.91 0.85 Lanes, 0.97 0.03 2.00 0.00 0.00 0.00 1.00 2.00 o.oo o.oo 3.00 1.00 Final Sat.: 1768 64 2842 o a o 1805 3610 o o 5187 1615 ------------1-~-------------I 1----~---------11---:-----------11---------------1 Capacity Analysis Module: Vol/Sat: 0.15 0.15 0.29 o.oo O;OO 0.00 0,12 0.32 o.oo 0.00 0.28 0.18 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.37 0.37 0.41 0.41 24.1 24.1 1. 00 1. 00 ·24.1 24.1 C C 6 6 0.37 0.79 32.4 1.00 32.4 C 15 0.00 o.oo a. o 1.00 0.0 A a 0.00 0.00 a.a 1.00 a.a A a 0.00 0.00 a. a 1.00 a. a A a 0.16 0.51 0.79 0.62 54.4 17.9 1.00 1.00 54.4 17.9 D B 9 14 a. o·o o.oo a.a 1.00 o. a A a 0.00 0.36 0.00 0.79 a.a 31.0 1.00 1.00 a.a 31.0 A C 0 17 0.36 0.49 25.7 1.00 25.7 C 7 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07 /24/200_7_ 08: 51 2010 PM Filename: 2010PM-1.0UT Tue Jul 24, 2007 08:51:14 Ponto Vision Plan 2010 Conditions PM Peak Hour Level Of Service Computation Report Pa.9:e 21 Page 20-1 2000 HCM Operations Method (Future Volume Alternative) *******************************~*~***********~********************************** Intersection #118 Paseo Del Norte/ Poinsettia Lane_ ******************************************************************************** Cycle (sec): Loss Time (sec) , Optimal Cycle, 100 12 (Y+R=4.0 sec) 99 Critical Vol./Cap. (X), Average Delay (sec/veh): Level Of"Service: 0.874 35.6 D ********************************************************************************. Street Name: Paseo Del Norte Poinsettia Lane Approach, North Bound South Bound East Bound West_ Bound Movement: L T R L T R L T R L T R ------------/---------------/ 1---------------11---------------11---------------1 Control, Permitted Permitted Protected Protected Rights: Include Include Include Include Miµ. Green: 7 10 10 7 10 ·10 7 10 10 7 10 10 Lanes, 1 o o 1 O 1 o o 1 O 2 O 2 O 1 1 o 1 1 o ------------1---------------11---------------11------0 --------11---------------1 Volume Module, Base Vol: 21 6 7 104 26 442 504 1036 63 20 1017 56. Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 21 6 7 104 26 442 504 1036 63 20 1017 56 Added Vol: 0 ·o O O O O O O O . 0 0 0 PasserByVoL O O O O O O O O O o O O Initial Fut, 21 6 7 104 26 442 504 1036 63 20 1017 56 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95. 0.95 0.95 0.95 0.95 0.95 PHF Volume, 22 6 7 109 27 465 531 1091 66 21 1071 59 Reduct Vol, 0 O O O O O O O O O O 0 Reduced Vol: 22 6 7 109 27 465 531 1091 66 21 1071 59 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 22 6 7 109 -• 27 465 531 1091 66-21· 1071"'" 59 ------------1--------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.19 0.92 0.92 0.76 0.86 .0.86 0.92 0.95 0.85 0.95 0.94 0.94 Lanes, 1.00 0.46 0.54 1.00 0.06 0.94 2.00 2.00 1.00 1.00 1.90 0.10 Final Sat., 367 806 940 1438 91 1540 3502 3610 1615 1805 3394 187 ------------1---------------11---------------11---------------1 /---------------/ Capacity Analysis .Module: Vol/Sat, 0.06 0.01 0.01 0.08 0.30 0,30 0.15 0.30 0.04 0.01 0.32 0.32 Crit Moves, Green/Cycle, Volume/Cap: Delay/Veh: User DelAdj, AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.35 0.35 0.17 0.02 23 .4 21.6 1. 00 1. 00 23.4 21.6 C C 1 0 0.35 0.02 21.6 1.00 21.6 C 0 **** 0.35 0.35 0.22 0.87 23.4 44.8 1. 00 1. 00 23.4 44.8 C D 2 17 0.35 0.87 44.8 1.00 44.8 D 17 0.17 0.43 0.87 0.70 53.6 24.4 1. 00 1. 00 53.6 24.4 D C 11 15 0.43 0.09 16.8 1.00 16.8 B 1 **** 0.10 0.36 0.12 0.87 41.2 36.7 1.00 1.00 41.2 36.7 D D 1 20 0.36 0.87 36 .·7 1.00 36.7 D 20 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE o7/24L2007 oe,51 Filename: 2010PM-1.0UT Pa.9:e 22 Page 21-1 2010 PM .·Tue Jul 24, 2007 08:51:14 Ponto Vision Plan 2010 Conditions PM Peak Hour ----------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #119 Paseo Del Norte/ Camino de las Ondas ******************************************************************************** Cycle (sec), Loss Time (sec) Optimal Cycle, 100 16 (Y+R=4.0 sec) 52 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.538 24.7 C ******************************************************************************** Street Name: Paseo Del Norte Camino de las Ondas Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L ·T R ------------1---------------11---------· ----.I1---------------11---------------1 Control: Protected Protected Protected Protected Rights, Include Include Include Include Min. Green: '7 10 10 7 10 10 7. 10 .10 7 10 10 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module, Base Vol: Growth Adj, Initial Bse: Added-Vol, 43 472 1.00 1.00 43 0 472 0 88 1.00 88 0 81 459 1.00 1.00 81 459 0 0 40 1.00 40 0 24 . 4 1.00 1.00, 24 0 4 0 ·24 1.00 24 0 118 16 1.00 1.00 118 16 0 0 86 1.00 86 0 PasserByVol, O O O o O O o O o o o o Initial Fut, 43 472 88 81 459 40 24 4 24 118 16 86 user Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj, 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 45 497 93 85 483 42 25 4 25 124 17 91 Reduct Vol , o O O o_ O o o O o o o o Reduced Vol, 45 497 93 85 483 42 25 4 25 124 17 91 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final 'Vol., 45· 497 93-85-483 -·0 42 25 · 4 25 124 17 91 ---------~--1---------------11---------------11---------------11--0 ------------1 Saturation Flow Module, · Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 0.95 0.98 0.98 0.95 0.99 0.99 0.95 0.87 0·.87 0.95 0.87 0.87 Lanes, 1.00 0.84. 0.16 1.00 0.92 0.08 1.00 0.1~ 0.86 1.00 0.16 0.84 ~inal Sat., 1805 1563 291 1805 1727 150 1805 236 1418. 1805 260 1400 ------------1---------------11---------------11---------------1 l---~-----------1 Capacity Analysis Module, · Vol/Sat, 0.03 0.32 0.32 0.05 0.28 0.28 0.01 0.02 · 0.02 0.07 0.06 0'.06 Crit Moves: Green/Cycle, Volume/Cap, Delay/Veh, User DelAdj: AdjDel/Veh, LOS by Move: HCM2kAvgQ: 0.12 0.54 0.20 0.59 39.7 16.3 1. 00 1. 00 39.7 ·16.3 D B 1 12 0: 54 0.59 16.3 }.00 16.3 B 12 **** 0.08 a.so 0.59 0.56 50.5 18.3 1.00 1.00 50.5 18.3 D B 4 11 0.50 0.56 18.3 1.00 18.3 B 11 **.** 0.09 0.10 0.16 0.18 42 .5 41.8 1.00 1.00 42.5 41.8_ D D 1 1 0.10 0.18 41. 8 1.00 41. 8 D 1 **** 0.12 0.13 0.59 0.51 46.1 42.6 1.00 1.00 46.1 42.6 D D 5 4 0 .13 0.51 42.6 1.00 42.6 D 4 ******************************************************************************** Note, Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 2010 PM Filename: 2010PM-l.OUT Tue Jul 24, 2007 08:51:14 Ponto Vision Plan 2010 Conditions PM Peak Hour ----------------- L_evel Of Service Computation Report Pas_e 23 . Page :.22-1 2000 HCM Operations Method (Future Volume Alternative) *********************************.*********************************************** Intersection #120 Batiquitos Dr. / Poinsettia Lane ******************************************************************************** Cycle ( sec) : Loss-Time (sec): Optimal Cycle: 100 12 (Y+R=4.0 .sec) 47 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.589 23.2 C ******************************************************************************** Street Name: Batiquitos Dr. Poinsettia Lane Approach: North Bound South Bound East Bound West Bound. Movement: L T R. L T R L T .R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include . Include. Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 o 1 o 1 1 o 1 O 1 1 O 1 1 O 1 O 1 1 ·O ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 197• 17 16 16 22 87 125 803 310 14 781 22 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 .1.00 l·.00 1.00 1.00 1.00 1.00· Initial Bse: 197 17 16 16 22 87 125 803 310 14 781 22 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: o O o.. O O O O O o O o o Initial Fut: .197 17 16 16 22 87 125 803 310 14 781 _22 User Adj: 1.00 1.00 _1.00 1.00 1.00 l·.00 1.00 1.00 1.00 ·1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ·o.95·0.95 0.95 PHF Volume: 207 18 1 i 17 23 92 132 845 326 15 822 23 Reduct Vol : 0 O O O O O O O O O O 0 Reduced Vol: 207 18 17 17 23 92 132 845 326 15 822 23 PCE Adj: 1.00 1.00 r.oo 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 207 18 17 17 · 23 92 ·132 845··· 326 1·5 822 23· ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900·1900 ·1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.95 1.00 0.85 0;95 0.91 0.91 0.95 0.95 0.95 Lanes: 1.00 1.00 1.00 1.00 1 .. 00 1.00 1.00 1.44 0 .. 56 .1.00 1.95 0.05 Final-Sat.:· 1805 1900 1615 1805 1900 1615 1805 2495 963 1805'3497 · 99 ------------1---------------11---------------11---------------11~--------------1 Capacity Analysis Module: Vol/Sat: 0.11 0.01 0.01 0.01 0.01 0.06 0.07 0.34 0.34 0.61 0.24 · 0.24 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.18 0.16 0.64 0.06 42.2 35.3 1. 00 1. 00 42.2 35.3 D D 7 0 0.16 0.06 35.4 1.00 35.4 D 0 0.12 0.10 0.08 0.12 39.7 41.3 1.00 1.00 39.7 41.3 D D 1 1 0.10 0.57 47.6 1.00 47.6 D 4 0.14 0.53 0.51 0.64 41.5 17.5 .1.00 1.00 41.5 17.5 D B 4 14 0.53 0.64 17.5 1.00 17.5 B 14 0.07 0.46 0.12 0.51 44.0 19.5 1.00 1.00 44.0 19.5 D B 1 10 0.46 0.51 19.5 1.00 19.5 B 10 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 .(c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 07/24/2007 08:51 2010 PM Filename: 2010PM-l.OUT Tue Jul 24, 2007 08:51:14 .Ponto Vision Plan 2010 Conditions PM Peak Hour ----------------- Level Of Service Computation Report Pa.9.e 24 Page 23-1 2000 HCM Operations Method (Future Volume Alternative) *********************************************~********************************** Intersection #121 Aviara Parkway/ Poinsettia Lane **************************************~***************.************~************* Cycle (sec): Loss Time (sec): Optimal Cycle: · 100 12 (Y+R=4.0 sec) 62 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of se·rvice: 0. 718 33.2 C ***~**********·****************************************************************** Street Name: Aviara Parkway Poinsettia Lane Approach: North Bound South Bound East·Bound West Bound Movement: L T R ·L T R L T R L T R ---------, -1---------------11-------------·-11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Ovl Include· Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 o 1 1 o 1 o 1 1 o 2 o 1 o 2 1 o 1 1 o ------------1---------------11---------------11~---~----------11---------------1 ·volume Module: Base Vol: 344 230 9 107. 558 Growth Adj: 1.00 1.00 1.00 1.00 1.00 Initial Bse: · 344 230 9 Added Vol: 0 0 o· 107 0 558 0 343 1.00 343 0 164 311 1.00 1.00 164 0 311 0 380 1.00 380 0 20 624 1. 00 1. 00 20 624 0 0 56' 1.00 56 0 PasserByVol: o o o o o o o o o o o o Initial Fut: 344 230 9 107 558 343 164 311 380 20 624 56 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ·1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 362 242 9 113 587 361 173 327 400 21 657 59 Reduct Vol : o O O o o o o o o o o o Reduced Vol: 362 242 9 113 587 361 173 327 400 21 657 59 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1".00 1.00 1.00 1.00 1.00 1.00 ·Final Vol.: 362 242· 9 113 587 361" 173 · 327 '· 400 21 657 59 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/La.ne: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.94 0.94 0.95 0.90 0.90 0.92 1.00 0.·75 0.95 0.94 0.94 Lanes: 2.00 1.92 0.08 1.00 1.24 0.76 2.00 1.00 2.00 1.00 1.84 ,0.16 Final Sat.: 3502 3453 135 · 1805 2108 1296 3502 1900 2842 1805 3273 294 ------------1---------------11---------------11---------------11--------~-----I Capacity Analysis Module: Vol/Sat: 0.10 0.07 0.07 0.06 0.28 0.28 0.05 0.17 0.14 0.01 0.20 0.20 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.14 0.31 0.72 0.22 45.9 25.5 1. 00 1. 00 45.9 25.5 D C 7 3 0.31 0.22 25.5 1.00 25_5· C 3 0.22 0.39 0.29 0.72 33.0 28.0 1.00 1.00 33.0 28.0 C C 3 14 0.39 0.72 28.0 1.00 28.0 C 14 0.07 0.25 0.70 0.69 54.4 38.6 1.00 1.00 54.4 38.6 D D 4 10 0.39 0.36 21. 7 1.00 21. 7 C 5 0.10 0.28 0.12 0.72 41.2 35.1 1. 00 1. 00 41.2 35;1 D D 1 12 0.28 0.72 35.1 1.00 35.1 D 12 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 Filename: 2010PM-l.OUT Pag_e 25 2010 PM Tue Jul 24, 2007 08:51:14 Page 24-1 --------------------------~--------------------~-------------------------------- Ponto Vision Plan 2010 Conditions PM Peak Hour --------~-----------~-------------------------7--------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #122 El Camino Real/ Cassia ******************************************************************************** Cycle (sec): 120 Critical Vol./Cap. (X): Loss Time (sec) : 12 (Y+R=4. o sec) ·53 Average Delay (sec/veh) Level Of Service: 0.630 11.2 B Optimal Cycle: **************************~********************i•••i•~****************••·~······ Street ·Name: El Camino Real Cassia Approach: _. North Bound South-Bound East Bound West Bound Movement: L T R L T R L T R L T R ---·--------1-------~-------I 1---------------11---------------1 l---~-----------1 Control: Protected Protected Protected Protected. Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10-10 7 10 10 · Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 0 0 l! 0 0 -------~----1----------•----I 1---------------11---------~-----I 1---------------1 Volume Module: Base Vol: 94 1091 O o 2036 224 111 O 71 o o· O Growth Adj: 1.00 1.00 1.0Q 1.00 1.00 ~.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial·Bse: 94 1091 0 0 2036 224 111 0 71 0 0 0 Added Vol: . 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 94 1091 0 0 2036 224 111 O 71 0 0 0 User Adj: 1.00 ·1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ·PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 · PHF Volume: 99 li48 0 0 2143 236 i17 0 75 0 0 0 Reduct Vol : 0 0 0 0 0, 0 ·0 0 0 0 0 0 Reduced Vol: 99 1148 o o 2143 . 236 117 o 75 O .o o . PCE Adj: l.'.00. 1.00 1.00 1.00 1.00 1.-00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1..00 1.00 1.00 1.00 1.00'1.00 1.00 1.00 1.00· 1.00 Final Vol.: 99 1148 .· .. o ·o il43 '236 117 o 75 O o o ------------1----.----------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 -Adjustment: 0.95 0.91 0.91· 1.00 0.90 o .. 90 0.95 1.00 0.85 1.00.1.00 1.00 Lanes: 1.00 3.00 0.00-1.00 2.70 0.30 1.00-0.00 ~-00 0.00 1.00 0.00 Final Sat.: _1805 5187 0 1900 4603 506 1805 0 1615 ·0 1900 0 ------------[--· ------------11--------.------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.05 0.22 0.00 0.00 0.47 0.47 .0.06 0.00 0.05 0.00 0.00 0.00 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.09 0.82 0. 6,4 0. 27 61.5 2.6 1. 00 1. 00 61.5 2.6 E A 5 4 0.00 0.00 0.0 1.00 0. 0 A 0 0.00 0.73 0.00 0.64 0.0 8,5 1. 00 1. 00 0.0 8.5 A A 0 16 0.73 0.08 0.00 0.64_ 0.78 o.oo 8.5 1.00 76.0 0.0 1. 00 1. 00 8.5 76 .. 0 0.0 A E A 16 6 0 0.08 0.56 57.9 1.00 57.9 E o.oo d.oo o.oo 0.00 0.0 0.0 1.00 1.00 0. 0 0. 0. A A 0 0 0.00 0.00 0. 0 1.00 0.0 A , 0 **********************************************************~**********i********** Note, Queue reported is the number of cars per-lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 Filename: 2010PM-1.0UT Pa_g_e 26 2010 PM Tue Jul 24, 2007 08:51:14 Ponto Vision Plan 2010 Conditions · PM Peak Hour ---------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Page 25-1 ******************************************************************************** Intersection #123 El Camino Real/ Camino Vida Roble *************************************~*****~************************************ Cycle (sec), Loss.Time (sec): Optimai Cycle: 120 12 (Y+R=4.0 sec) 102 Critical Vol./Cap. IX): ·Average Delay (sec/veh) Level of·Bervice: 0.863 40.9 D ****?*******************************************************************!******* Street Name: El Camino Real Camino Vida Roble Approach, North Bound South Bound East Bound West Bound Movement': L T R L T R L T R L T R ----------1---------------11---------------11---------------1 I ·--~-----------1 Control: Protected Protected Permitted Protected Rights,' Include Include Include Include ·Min. Green: 7 10 10 7 10 _ 10 7 10 10 7 10 10 Lanes, 2 0 2 1 o 1 o 2 1 o 2 o o 1 o 1 o o 1 o ------~--0 --l~-------~------I l------------~--11---------------1 l"--------------1 Volume Module: · Base Vol: 121 1014 7 10 1855 57 239 4 524 12 8 15 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 121 1014 7 10 1855 57 239 4 524 12 8 15 Added Vol: 0 0 O 0 0 O 0 0 0 o· 0 0 PasserByVol: 0 0 0 0 0 0 0 0 o · 0 0 o Initial Fut: 121 1014 7 10 1855 57 239 4 524 12 8 15 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0~95 0.95 0,95 0.95 ·0.95 0.95• PHF Volume: 127 1067 7 11 1953 60 252 4 552 13 8 16 Reduct Vol:_ 0 o o 0 0 o o 0 o o o ·0 Reduced Vol: 127 1067 7 11 1953 60 252 4 552 13 8 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj; 1.00 1.00' ,i.o·o 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final vol: , 127 1067 7 11 1953 60 ·252 · 4 -552 n '8 16 ------------1--------------11---------------11---------------11---------------l Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 0.92 0.91 0.91 0.95 0.91 0.91 0.56 0.85 0.85 0.95 0.90 0.90 Lanes: 2.00 2.98 0.02 1.00 2,91 0.09 2,00 0.01 0.99 1:00 0.35 0.65 Final Sat., 3502 -5146 36 1805 5012 154 2127 12 1605 1805 596 1118 ------------1---------------11---------------11---------------11--•C•-------~--1 Capacity Analysis Module: Vol/Sat: 0.04 0.21 0.21 0.01 0.39 0.3~ 0.12 0.34 0.34· 0-01 0~01 0.01 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh, .User DelAdj : AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.06 0.37 0.62 0.56 "61.1 1.00 61.1 E 3 30,4 1.00 30.4 C 12 0.37 0.56 30.4 1.00 30.4 C 12 0.10 0.42 0.06 0.94 48.6 42.0 1. 00 1. 00 48.6 42.0 D 0 D 30 0.42 0.94 42.0 1.00 42.0 D 30 0.37 0.37 0.32 0.94 27.5 59.0 1.00 1.00 27.5 59.0 C E 4 24 0.37 0.94 59.0 1.00 59.0 E 24 0.06 0.43 0.12 0.03 54.1 20.l 1.00 1:·00 54.1 20.1 D C 1 1 0.43 0.03 20.1 1.00 20.1 C 1 *******.***************~********************************************************* Not_e: Queue. reported is the· number of cars per lane. Traffix-7.8.0715 (c) 2006 Dowling Assoc: Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 2010 PM Filename: 2010PM-1.OUT Tue Jul 24,• 2007 08:51:15 Ponto Vision Plan 2010 Conditions PM Peak Hour -------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Pa.9.e 27 Page 26-1 ******************************************************************************** Intersection #124 Carlsbad Blvd/ Ponto Drive ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 12 (Y+R=4.0· sec) 45 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.557 18.5 B ******************************************************************************** Street ·Name: Carlsbad Blvd _Ponto Drive Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R' L T R ------------1-------------:-11-----:---------11---------------1 l-"-------------1 Control: Protected Protected Protected Permitted Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, 1 o 1 1 o 1 O 2 O O O O O O O 1 O O O 1 ------------1---------------11---------------11---------------11-------------:-1 Volume Module: Base Vol: o 944 21 200 794 o o o o 10 _o 140 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: o 944 21 200 794 O O O O 10 O 140 Added Vol: O O O O O O O O O O O O Uturns: 58 0. 0 0 0. 0 0 0 0 · 0 0 0 Initial Fut: 58 944 21 200 794 O O O O 10 O 140 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00· 1.00 1.00 1.00 PHF Adj: 0 _·95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 PHF Volume: 61. 994 22 211 836 o o O o 11 o 147 Reduct Vol: o o o O o O O O O O O q Reduced Vol: 61 994 22 211 836 O O O O 11 O 147 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1·.00 1.00 ·1.00 Final Vol.: 6-1 994· 22 211 836 0 0 0 0 . 11 0 147 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900· 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.87 1.00 0.85 Lanes: i.oo 1.96 0.04 1.00 2.00 o.oo o.oo o.oo o.oo 1.00 o.oo 1.00 Final Sat.: 1805 3521 78 · 1805 3610 -0' o o o 1659. o 1615 ------------1---------------1l---"---~-------11---------------11~--------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.28 0.28 0.12 0.23 0.00 0.0~ 0.00 0.00 0.01 0.00 0.09 Crit Moves: **** **** **** Green/Cycle: 0.09 0.51 0.51 0.21 0.62 0.00 0.00 0.00 o.oo 0-16 0.00 0.16 Volume/Cap: 0.37 0.56 0.56 0.56 0.37 0.00 0.00 o.oo 0.00 0.04 0.00 0.56 Delay/Veh, 44.l 17.3 17.3 37.2 9.3 0.0 0.0 0.0 d.o 35.2 0.0 41.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.l 17.3 17.3 37.2 9.3 0.0 0.0 0.0 0.0 35.2 0.0 41.1 LOS by Move: D B B D A . A A A A D A D HCM2kAvgQ: 2 11 11 6 7 0 0 0 0 0 0 5 ******************************************************************************** Note, Queue reported is the nurnper of cars per lane. Traffix 7.8.0715 -(c) 2006 Dowling Assoc. Licensed to RBF· CONSULTING, IRVINE 07/24/2007 08:51 Filename: 2010PM-1.OUT Pa.9.e 28 2010 PM Tue Jul 24, 2007 08:51:15 Page 27-1 ---------------·------~---~t' ___________________________________________________ _ Ponto Vision Plan 2010 Conditions PM Peak Hour ----------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #125 Carl~bad Blvd. / Beach Way ******************************************************************************** Cycle (sec): Loss Time (sec) : Optimal Cycle: 100 10 (Y+R=4.0 sec) 0 Critical Vol./Cap. (X): _Average Delay ·(sec/veh): Level Of Service: 0.000 0.0 *************************************************~*~*********************~****** Street Name: Carlsbad Blvd. Beach Way Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------l---------------l l-0 ------o----.---11----------0 ----·11---------------.1 Control: Protected Protected Split Phase Split Phase Rights: Include Include ·In_clude Include Min. Green: O O O O O o O o O o· O O Lanes: 1 0 1 l O l O 2 O· 0 0 l O O 1 l O O O -1 -•----------1---------------1l----•----------11---------------11---------------1 Volume Module: · · Base Vol: o o o O o O O O O O O O Growth Adj: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00·0.00 0.00 Initial Bse: o O O O O O O O O O O O j Added Vol: O O O O O O O O O O O 0 Ir. Uturns: 58 873 0 0 804 0 58 0 0 0 0 0 l'P'Initial Fut: 0 0 0 O· 0 0 0 0 0 0 0 0 I User Adj: o.oo 0.00 0.00 0.00 0.00 o.oo o.oo o.oo 0.00 0.00 o.oo 0.00 I PHF Adj: 0 .. 00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 o.oo 0.00 I PHF Volume: o o o O o O o O O O O O I 'Reduct Vol, o o_ o, o o o o O ·o o o o I Reduced Vol : o O O O O O O o O O O O I PCE Adj, o.oo o.oo o.oo o.oo o.oo o.oo o.oo o.oo o.o·o o.oo o.oo o.oo I MLF Adj, o.oo o.oo o·.oo o:oo o.oo o.oo o.oo o.oo o.oo o.oo o.oo 0.06 [ Final Vol. : 0 0 · 0 0 0 ·0· 0 ·0 0 0 0 0 I ------------1---------------11---------------1l------------~--11---------------1 I Saturation Flow Module: I Sat/Lane: o O· O O O O O O O O O O I Adjustment, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I Lanes: o.oo o.oo 0.00 0.00 0.00 0.00 o.oo 0.00 o:oo 0.00 o.oo ·0.00 I I I I I I I I I I I I I I I I Final Sat., o o o O o O o O o O o O -----------1---------------11---------------1 I-------------·I 1-----· ________ I Capacity Analysis Module: · Vol/Sat, o.oo o.oo o.oo o.oo o.oo o.oo ·o.oo o.oo o.ori o.oo o.oo o.oo . Cri t Moves: Green/Cycle: Volume/Cap: Delay/Veh, User DelAdj: AdjDel/Veh: LOS by Move, HCM2kAvgQ: 0.00 0.00 o.oo 0.00 0. 0 0. 0. 1. 00 1. 00 o.o o.o 0 0 0.00 o.oo 0.0 1.00 0. 0 0 0.00 0.00 0.00 0.00 0.0 0.0 1. 00 1. 00 0.0 0.0 0 0 0.00 0.00 o. o 1.00 0.0 0 o.oo 0.00 o.oo 0.00 o. o o. o 1.00 1.00 0. 0 0. 0 0 0 o.oo o.oo 0. 0 1.00 0.0 0 0.00 o.oo 0.00 o.oo 0.0 0.0 1. 00 1. 00 0.0 0.0 0 0 o·. oo o.oo 0.0 1.00 0.0 0 ******************************************************************************** Note, Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/200'7 08:51 Filename: 2010PM~l.OUT Pa.9:e 29 2010 PM Tue Jul 24; 2007 08:51:15 Ponto Vision Plan 2010 Conditions PM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Page 28-1 ******************************************************************************** Intersection #126 Carlsbad Blvd. / Avenida Encinas ******************************************************************************** .Cycle (sec) : 100 Critical·Vol./Cap. (X): Loss Time· (sec): 12 (Y+R=4. 0. sec) 41 Average Delay (sec/veh): 0.497 14.2 B Optimal Cycle: Level Of Service: · ******************************************************************************** Street Name: Carlsbad Blvd Avenida Encinas Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11-----:--------~11---------------11---------------1 Control: Protected Protected Protected Fermi t·ted Rights: Ovl . Inciude Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 1 · 0 l! 0 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: o ~~2 205 25 1164 o o o o 217 o 21 Growth Adj: 1.00 1.00 1.00 1.00 1.00-1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, O 852 205 25 1164 O O o O 217 o 21 Added Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Uturns: 0 0 0 58 0 0 0 0 0 O O 0 Initial Fut: 0 852 205 83 1164 ci 0 o 0 217 o 21 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 897 216 87_1225 0 0 0 0 228 0 22 Reduct Vol: 0 o 0 o o 0 o o 0 o o o Reduced vol: O 897 216 87 1225 O o o O 228 o 22 PCE Adj: 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00·1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 -1.00 1.00 1.00 ·"Final Vol.: 0 · 897 '216 ·87 1225 0 · 0 0 0 228 0 ·22· ------------1---------------11--------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.95 0.95 1.00 1.00 1.00 1.00 0.'73 1.00 0.72 Lanes, o.oo 2.00 1.00 1.00 2.00 o.oo o.oo o_oo o.oo 1.84 o.oo 0.16 Final Sat.: O 3610 1615 1805 3610 O O o O 2549 o 225 ------------1---------------11---------------11-~-------------11---------------1 Capacity Analysis Module_: Vol/Sat, o.oo o._25 ·o.13-0.05 0.34 .o.oo o.oo o.oo o.oo 0.09 o.oo 0.10 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veb: LOS by Move: HCM2kAvgQ: 0.00 0.53 0.00 0.47 0.0 14.7 1. 00 1. 00 0.0 14.7 A B· 0 9 o.53 0.25 12.8 1.00 12.8 B 4 0.15 0.68 0.32 0.50 38.7 7.8 1.00 1.00 38.7 7.8 ·D A· 3 10 0.00 0.00 0 .0 1.00 0. 0 A 0 0.00 0.00 0.00 0.00 o.o 0.0 1.00 1.00 0.0 0.0 A. A 0 0 0.00 0.00 0.0 1.00 0.0 A 0 0.20 0.00 o.45·o.oo 35.9 0.0 1.00 1.00 35.9 0.0 D A 4 0 0.20 0.50 36.5 1.00 36.5 D 4 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 Filename: 2010PM~l.OUT Pa.9:e 30 2010 PM Tue Jul 24, 2007 0~:51:15 Page 29-1 ---------~--~----------------~-------------------------------------------------- Ponto Vision Plan 2010 Conditions PM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #127 Ponto Dr. / Avenida Encinas ***********************~******************************************************** Cycle (sec): Loss Time (sec), Optimal Cycle: 100 10 (Y+~=4.0 sec) 44 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service, 0.335 31. 7 C *************************************************************t****************** Street Name: Ponto Dr Avenida Encinas Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R -----"c-----l---------0 -~---I 1---------"-----I l----~----------11-------~------1 Control:-Protected Protected, Protected Protected Rights: Include Include Include Include Min. Green: 7 · ·1-0 10 7 10 10 7 10 -i"o 7 10 10 Lanes: O O l! O o O O l! O O 1 O 1 1 O 1 o 1 1 o ------------1---------------11---------------1 !-------~-------! 1---------------1 Volume Module: Base Vol: 84 3 53 26 5 99 128 200 120 64 173 28 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 84 3 53 26 5 99 128 200 120 64 173 28 Added Vol: 0 O O O O O O O O O O 0 PasserByVol: o O o o o o o o o o o o Initial Fut: 84 3 53 26 5 99 128 200 120 64 173 28 User Adj: · 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 88 3 56 27 5 104 135 211 126 67 182 29 Reduct Vol: o O O o o 6 o O o o o o Reduced Vol: 88 3 56 27 5 104 135 211 126 67 182 29 PCE Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.:· 88 3 56 27. 5 104" ·135 211 -126 67 182 29 ------------1---------------11---_-----------11--------------11------------·--1 Saturation Flow Module: · Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.89 0.89 0.89 0.95 0.90 0.90 0.95 0.93 0.93 Lanes: 0.60 0.02 0.38 0.20 0.04 0.76 1.00 1.25 0.75 1.00 1.72 0.28 Final Sat., 1050· 38 663 337 65 1285 1805 2130 1278 1805 3042 492 ------------1-------------~-I 1-------"-------I 1---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.08 0.08 0.08 0.08 0.08 0.08 0.07 0.10 0.10 0.04 0.06 0.06 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.25 0.27 0.33 0.31 31.1 29.3 1.00 1.00 31.1 29.3 C C 4 · 4 0.27 0.31 29.3 1.00 29.3 C 4 0.22 0.24 0.37 0.33 33.6 31.7 1. 00 1. 00 33.6 31.7 C C 4 4 0.24 0.33 31. 7 1.00 31.7 C 4 0.17 0.30 0.43 0.33 37.8 27.8 1. 00 1. 00 37.8 27.8 D C 4 4 0.30 0.33 27.8 1.00 27.8 C 4 .0 .11 0 .. 23 0.33 0.26 42.0 31.5 1.00 1.00 42.0 31.5 D C 2 3 0.23 0.26 31.5 ·1.00 31. 5 C 3 ****************.**************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 Filename: 2010PM-1.0UT Pa9.e 31 2010 PM Tue _Jul 24, 2007 08:51:15 ----------------- Ponto Vision Plan 2010 Conditions PM Peak Hour Level Of Service Computation Report Page 30-1 _ 2000 HCM op·erations Method· (Future Volume Alternative) *********************~********************************************************** Intersection #128 Carlsbad "Blvd. / La Costa Ave. ******************************************************************************** Cycle (sec·): 135 Critical Vol./Cap. (X): 0.806 Loss Time (sec): 16 (Y+R=4,0 sec) 98 Average Delay (sec/veh), Level Of Service: 41. l D Optimal Cycle:· ***-***************************************************************************** Street Name: Carlsbad Blvd. La Costa Ave. Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------1 I· ___ ----------11---------------1 Control: _Rights: Min. Green: Lanes: Protected Protected Split Phase Split Phase Ovl Include Include Include 7 10 10 7 10 10 7 10 10 7 10 10 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 0 1 0 ------------1---------------11---------------1l------•--------11---------------1 Volume Module: Base Vol: o 795 344 306 477 O O O O 259 O 341 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: o 795 344 306 477 O o O o 259 O 341 Added Vol, 0 0 0 0 0 0 ·O O O O O 0 Cumulative: 13 0 0 14 0 7 5 46 9 _ 0 65 "6 Initial Fut, 13 795 344 320 477 7 5. 46 9 259 65 347 User Adj: 1.00 1.00 -1.00 1.00 1.00 1.00 1.00 1.,00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 .0.95 0.95 0.95 0.95 0_.-95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume, 14 837 362 337 502 7 5 48 9 273 68 365 Reduct Vol : o o o O O o O O O O O O Reduced Vol, 14 837 362 337 502 7 5 48 9 273 68 365 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., · 14 837 362 337 ~ 502 " 7' • 5 · 48 9 273 ·68 365 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1909 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.95 0.98 0.98 o·.·95 0.87 0.87 Lanes: 1.00 2.00 -~-00. 1.00 2.00 1.00 1.06 0.84 0~16 1.00 0.16 0.84 Final Sat., 1805 3610 1615 1805.3610 1615 1805 1549 303 1805 262 1399 ------------l•--------------1 l--~------------1 l--0 -----------•I 1---------------1 Capacity Analysis· Module: Vol/Sat, 0.01 0.23 0.22 0.19 0.14 0.00 0.00 0.03 0,03 0.15 0.26 0.26 Crit Moves• Green/Cycle, Volume/Cap• Delay/Veh: User DelAdj, AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.03 0.29 0.28 0.81 67.6 49.3 1.00 1.00 67.6 49.3 E D 1 19 0.61 0.37 13.4 1.00 13 .4 B 7 0.23 0.49 0.81 0.28 60.0 20.3 1. 00 1. 00 60.0 20.3 E C 15 6 -0. 49 0 ._01 17.5 1.00 17.5 B 0 0.04 0.04· 0.08 0.81 0.04 0.81 63. 0 111 111. 3 1.00 1.00 1.00 63 .0 111 111.3 E F F 0 4 4 0.32 0.32 0.47 0.81 36.9 50.5 1.00 1.00 36.9 50.5 D D 9 18 0.32 0.81 50.5 1.00 50.5 D 18 ******************************************************************************** Note, Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 Filename: 2010PM-1.0UT Pa9.e 32 2010 PM Tue Jul 24, 2007 08,51:15 Ponto Vision Plan 2010 Conditions PM Pea~ Hour ----------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) Page 31-1 ******************************************************************************** Intersection #i29 Vulcan/ La Costa Ave. ******************************************************************************** Average Delay (sec/veh): 31.9 Worst Case Level Of Service, F[l51.8) **~********************************************·********************************* Street Name: ._Approach: Vulcan La Costa Ave. North Bound ··south Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------1 l------~--------1 l---•-----------1 Control, Stop Sign Stop Sign Uncontrolled Uncontrolled· Rights, Include Include Include In·clude Lanes: 1 O O o 1 O O O O o O O o 1 O o 1 O o o ______ ; _____ 1---------------11-------------~-11---------------11---------------1 Volume Module: · · · Base Vol, 114 o 260 ·o o b o 549 188 220 518 0 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 r.oo Initial Bse, 114 .0 260 0 O O O 549 188 220 518 Added Vol, 0 0 0 6 0 0 0 0 O· 0 0 Cumulative, 2 0 3 0 0 O· 0 10 4 7. 8 Initial Fut: 116 0 .263 ~ 0 0 0 559 192 227 526 0 0 .o 0 ·user Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 · 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume, 122 0 277 0 0 0 0 588 202 239 554 Reduct Vol , o o· o o o o o o o o o Final Vol., 122 0 277 0 0 0 0 588 202 239 554 Critical Gap Module, 0 0 0 Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------1---------------11---------------11---------------1 l-----------0 ---I Capacity Module., Cnf1ict Vol, 1721 xxxx 689 -xxx;c xxxx··xxxxx ·xxxx xxxx xxxxx·· 791 xxxx xxxxx Potent Cap.: 99 xxxx 449 xxxx xxxx xxxxx xxxx xxxx xxxxx 839 xxxx xxxxx Move Cap.: 74 xxxx 449 xxxx xxxx xxxxx xxxx xxxx xxxxx 839 xxxx xxxxx Volume/Cap: 1.65 xxxx 0.62 xxxx xxxx xxxx xxxx xxxx xxxx 0.28 xxxx xxxx ------------1-•-------------I 1---------------11----~-~-------~I 1--------------cl Level Of Service Module, · · 2 Way9 5 thQ , 10 . 4 xxxx 4 . 1 xxxx xxxx xxxxx xxxx xxxx xxxxx 1 . 2 xxxx xxxxx Control Del,439.2 xxxx 25.1 xxxxx xxxx xxxxx-xxx:ix xxxx xxxxx 11.0 xxxx xxxxx LOS by Move: F * D * * * * * * B * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxx.x xxx.xx xx.xx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxx.x xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 1.2 xx.xx xxx.xx Shrd ConDel:xxxxx xxx.x xxxxx xxxxx xx.xx xxxxx xxxxx xxxx xxxxx 11.0 xx.xx. xxxxx Shared LOS: ApproachDel: ApproachL0S, 151.8 F xxxxxx * xxxxxx * B xxxxxx ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 2010 PM Filename: 2010PM-l.OUT Tue Jul 24, 2007 08:51:15 Ponto Vision Plan 2010 Conditions PM Peak Hour Level Of Service Computation Report Pa.9.e 33 Page 32-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #130 I-5 SB Ramps/ La Costa A~e. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): Loss .Time (sec), Optimal Cycle: 12 (Y+R=4. O sec) 60 Average Delay (sec/veh): Level Of Service: 0.705 27.6 C ***************************************************************~**************** st·reet Name: I-5 SB Ramps La Costa Ave. Approach: North Bound South Bound East Boun.d West Bound Movement: L T R L T R L T R L T R ------------1------------~--11---------------1 l-----0 ---~-----I 1---------~-----I Control: Protected Permitted Protected Protected Rights·: Include Include Include Include Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: o o o o o 1 1 o o. 1 O O 1 1 o 2 O 2 O o --------~---1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: o o o 472 9 244 O 832 170 503 510 o Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: o o o 472 9 244 O 832 170 503 510 o Added Vol: 0 0 0 0 O O O O O O O 0 Cumulative: 0 0 0 0 0 10 0 6 7 0 8 0 Initial Fut: 0 0 0 472 9 254 0 838 177 503 518 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 _0.95 PHF Volume: 0 0 0 497 9 267 0 882 186 529 545 0 Reduct Vol: o O O o O O O o O O O O Reduced Vol, o O O 497 9 267 O 882 186 529 545 O PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final vol.: o o o 497 9 267 o· 882 186 529 545 o ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 1.00 1.00 1.00 0.90 0.90 0.85 1.00 0.93 0.93 0.92 0.95 1.00 Lanes: o.oo o.oo 0.00 1.96 0.04 1.00 0.00 1.65 0.35 2.00 2.00 0.00 Final Sat., o o O 3371 64 1615 O 2903 613 3502 3610 o ---------" -l---~-----------1l----~----------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: o.oo o.oo a.do 0.15 0.15 0.17 o.oo 0.30 o.30 o.15 0.15 o.oo Crit Moves: Green/Cycle: Volume/Cap, Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: o.oo 0.00 0.00 0.00 0.0 0.0 1. 00 1. 00 0.0 0.0 A A 0 0 0.00 o.oo 0.0 1.00 0.0 A 0 0.23 0.23 0.63 0.63 35.9 35.9 1.00 1.00 35.9 35.9 D D 8 8 0.23 0.71 41.l 1.00 41.1 D 9 o .. oo 0.43 o·.oo o.n 0.0 24.8 1.00 1.00 0.0 24.8 A C 0 15 0.43 0. 71 24.8 1.00 24.8 C 15 0.21 0.65 0.71 0.23 3 9. 4 7. 5. 1.00 1.00 39.4 7.5 D A 9 4 0.00 0.90 0.0 1.00 o.o A 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 2010 PM Filename: 2010PM-l.OUT Tue ju1 24, 2007 08:51:15 Ponto Vision Plan 2010 Conditions PM Peak Hour Level Of Service Computation Report Pa.9.e 34 Page 33-1 2000 HCM Operat·ions Method (Future Volume Alternative) ******************************************************************************** Intersection #131 I-5 NB Ramps/ La Costa Ave. ******************************************************************************** Cycle (sec) : Loss Time (sec) Optimal Cycle·, 100 12 (Y+R=4.0 sec) 56 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.672 23.0 C ******************************************************************************** Street Name: I-5 NB Ramps ·La Costa Ave. Approach: No.rth Bound South Bound East Bound West Bound Movement: L T R L T R L .T R L T R ------------1---------------11---------------11---------------11---------------1 Control, Protected Protected Prot·ected Protected Rights, Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, O 1 O O 2 O o O O O 1 O 2 O O O O 3 O 1 ------------1---------------11---------------11---------------11--------------1 Volume Module: · Base. Vol: 154 6 517 O o O Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 154 6 517 O o o Added Vol : 0 O O O O 0 Cumulative: 8 O O O O 0 209 1018 1.00 1.00 209 1018 0 0 0 Initial Fut: 162 6 517 0 0 0 209 0 1018 1.00 0.95 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume, 171 6 544 0 0 0 220 1072 Reduct Vol, o o o o o o 0 0 0 1.00 0 0 0 0 1.00 0.95 0 0 0 1034 1. 00 1. 00 0 1034 0 0 0 0 0 1034 1. 00 1. 00 0.95 0.95 0 1088 0 0 426 1.00 426 0 0 426 1.00 0.95 448 0 Reduced Vol, 171 6 544 o o o 220 1072 o o 1088 448 PCE Adj: 1.00 1.00 1.00 1.00 LOO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1,00. 1.00 1.00 1.00 1.00 · 1.00 1.00 1.00 1.00 1.00 1.00 Final v6r.: 171 6 544 o o o· 220 1072 o o 1000 448 ------------1---------------11---------------11---------------11----· ------' --1· Saturation Flow Module, Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.97 0.97 0.75 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.91 0.85 Lanes: 0.96 0.04 2.00 0.00 o.oo o.oo 1.00 2.00 0.00 o.oo 3.00 1.00 Final Sat., 1768 65 2842 o o O 1805 3610 o o 5187 1615 ------------1-------~-------I 1---------------11---------~-----I 1---------------1 Capacity Analysis Module, Vol/Sat, o.·10 0.10 0.19 o.oo o.oo o.oo 0.12 0.30 o.oo o.oo 0.21 0.28 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: ·HcM2kAvgQ: 0.29 0.29 0.34 0.34 28.7 28.7 1.00 1.00 28.7 28.7 C C 4 4 0.29 0.67 33. 8 1.00 33.8 C 9 o.oo 0.00 0.00 o.oo 0.0 0.0 1.00 1.00 0.0 o.o A A 0 0 0.00 0.00 0.0 1.00 0. 0 A 0 0.18 0.59 0.67 0.50 43.5 11.9 1.00 1.00 43.5 11.9 D B 7 10 0.00 0.00 0.0 1.00 0. 0 A 0 0.00 0.41 0.00 0.51 0.0 22.0 1. 00 1. 00 0.0 22.0 A C 0 9 **** 0.41 0.67 26.5 1.00 26.5 C 12 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08:51 Filename, 2010PM-1.0UT Pa9.e 35 2010 PM Tue Jul 24, 2007 08:51:16 Page 34-1 Ponto Vision Plan 2010 Conditions PM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #132 Piraeus/ La Costa Ave. ******************************************************************************** Cycl·e (sec): Loss.Time (sec): Optimal Cycle: 100 8 (Y+R=4.0 sec) 43 Critical Vol. /Cap. (X) , Average Delay (sec/veh); Level Of Service, 0.653 11.1 B ****************~*************~************~************************************ Street Name.: Piraeus La Costa Ave. Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R -----~------1---------------1l---------------11---------------11---------------1 Control:· P·rotected Protected Protected Protected. Rights: Include Include Include Incl_ude Min. Green, 7 10 10 7 10. 10 7 10 10 7 10 10 Lanes, 1 o o o 1 o o o o o o o 1 1 o 1 o 4 ·a a ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 200 o 89 o o o a 1400 162 37 1318 o Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 0 89 0 0 0 0 1400 162 37 1318 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: O O O O o O o O O O o O Initial Fut: 200 0 89 0 o 0 O 1400 162 37 1318 o User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 _-1.00 1.00 1.00 LOO 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 211 0 94 0 0 0 0 1474 171 ·39 1387 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 . 0 O Reduced Vol: 211 0 94 0 o 0 o 1474 171 39 1387 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ·1.00 1.00 1.00 1.00 Final Vol.: 21i. o 94 o o· o ·0·'14·74· I71 39 1387 o ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.93 0.93 0.95 0.91 1.00 Lanes: 1.00 o.oo 1.00 0.00 0.00 0.00 0.00 1.79 0.21 1.00 4.00 0.00 Final Sat.: 1805 o 1615 O o O. O 3184 368 1805 6916 O ------------1-------"-------I 1---------------11---------------11-----------"---I Capacity Analysis Module: Vol/Sat: 6.12 0.00 0:06 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh, User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.17 0.00 0.68 0.00 45.0 0.0 1. 00 1. 00 45.0 0.0 D A 7 0 0.17 0.34 37.2 1.00 37.2 D 0.00 0.00 0.00 0.00 0.00 o.oo 0.0 1.00 0. 0 A 0 0. 0 1.00 o.o A 0 0.00 0.00 0.00 0. 0 1.00 o.o A 0 0.00 0.46 -0.46 **** 0.00 0.68 0.00 0.68 0.0 10.4 1. 00 1. 00 o.o 10.4 A B 0 16 0.68 0.68 10.4 1.00 10.4 B 16 0.02 0.20 **** ·0.07 0.75 0.31 0.27 45.6 4.0 1. 00 1. 00 45.6 4.0 D A 1 4 0.00 0.00 o.oo a. o 1.00 0.0 A 0 ********************************************************************************' Note: Queue reported is the number of cars per,lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING,· IRVINE 07/24/2007 08:51 Filename: 2010PM-1.0UT Pa9.e 36 2010 PM Tue Jul 24, 2007 08:51,16 Ponto Vision Plan 2010 Conditions PM Peak Hour ----------------- Level Of Service Computatio_n Report 2000 HCM Operations Method (Future Volume Alternative) Page 35-1 ******************************************************************************** Intersection #133 El Camino Real/ La Costa Ave. ***************************~**************************************************** Cycle (sec): 100 Loss Time (sec), Optimal Cycle: 16 (Y+R=4.0 sec) 103 Critical Vol./Cap. (X), Average Delay (sec/veh), Level Of Service, 0.864 39.4 .D ***************************************************.***************************** Street Name, Approach: Movement: El Camino Real La Costa Ave. North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------11---------------11---------------11-------------"-I Control: Protected Protected Protected Protected Right_s: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 0 2 1 0 2 0 3 0 1 2 0 2 0 1 1 0 2 0 1 -----3 ------I--------------11---------------11---------------11--------------I Volume Module, Base Vol, 272 1438 96 278 1367 500 604 607 244 149 3~4 209 Growth Adj, 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 272 1438 96 278 1367 500 604 607 244 149 364 209 Added Vol: 0 0 O O O 6 0 0 O O O 0 PasserByVol: 0 0 O O O O O O O O O 0 Initial Fut: 272 1438 °96 278 1367 500 604 607 244 149 364 209 User Adj, 1.00 1.00 -1.00 1.00 1.00. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj, 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 286 1514 101 293 1439 526 636 639 257 157 383 220 Reduct Vol : o o O o O O O O O o O O Reduced·vol: 286 1514 101 293 1439 526 636 639 257 157 383 220 . PCE Adj·: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ·l.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 LOO 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 286 151"4. -101 293 1439 ·526 ·636" 639 · 257 157 · 383 220 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 0.92 0.90 0.90 0.92 0.91 0.85 0.92 0.95 0.85 0.95 0.95 0.85 Lanes, 2.00·2.01 0.19 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat., 3502 4819 322 3502 5187 1615 3502 3610 1615 ·1005 3610 1615 ------------1--------,------11------------"--I 1------:--------11---------------1 Capacity Analysis Module: Vol/Sat, 0.08 0.31 0.31 0.08 0.28 0.33 0.18 0.18 0.16 0.09 0.11 0.14 Crit Moves, Green/Cycle, •Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ, . 0.09 0.37 0.86 0.84 64.8 32.3 1.00 1.00 64.8 32.3 E C 7 19 0.37 0.84 32.3 1.00 32.3 C 19 0.10 0.38 0.84 0.74 61.0 28.3 1.00 1.00 61.0 28.3 E C 7 15 0.38 0.86 41. 0 1.00 41. 0 D 18 **** 0.21 0.25 0.86 0.72 48.5 37.3 1.00 1.00 48.5 37.3 D D 13 11 0.25 . 0. 064 37.3 1.00 37.3 D 8 0.12 0.16 0.72 0.67 53.i 42.8 1. 00 1. 00 53.1 42.8 D D 6 7 0.16 0.86 66.0 1.00 66.0 E 9 ******************************************************************************** Note, Queue reported is the number of cars per lane. Traffix 7.8,0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07ili.L.2007 08:51 2010 PM Filename: 2010PM-l.OUT Tue Jul 24~ 2007 08i51:16 Ponto Vision Plan 2010 Conditions PM.Peak Hour Level Of Service Computation Report Pa9.e 37 Page 36-1 2000 HCM Operations Method. (Future Volume Alternative) **************************************************~*~**********.***************** Intersection #134 Carlsbad Blvd/ Leucadia Ave ******************************************************************************** Cycle (sec): 200 Critical Vol./Cap. (X) : Loss Time (sec): 12 (Y+R=4.0 sec) 77 Average Delay (sec/veh): 0.754 48.1 D Optimal Cycle: Level Of .Service: ******************************************************************************** Street Name: Carlsbad Blvd Leucadia Ave Approach: North Bound South Bound East Bound West Bound Movement: LT R LT R LT R LT R ------------1---------------11---------------11---------------11---------•-----I Control: Rights:· Min. Green: Lanes: Protect_ed Protected Permitted Permitted Include Include Include Include 7 10 10 7 10 10 7 10 10 7 10 10 1 0 2 0 1 1 0 1 1 0 0 0 l! 0 0 1 0 l! 0 0 ------•-----1---------------11---------------11---------------11---~---------~-1 Volume Module: Base Vol: Growth Adj, -Initial Bse: Added Vol: Cumulative: 14 900 1.00 1.00 14 900 0 0 0 3 270 1.00 270 0 9 266 719 1. 00 1. 00 266 -719 0 0 0 26 1.00 26 0 0 30 60 1.00 1.00· 30 60 0 0 0 23 1-. 00 23 0 0 226 36 1.00 1.00 226 36 0 0 4 0 209 1.00 209 0 0 Initial Fut: 14 903 279 266 719 26 30 60 23 230 36 209 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95. 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 15 951 294 280 757 27 32 63 24 242 38 220 R~duct Vol: a a o o o o o o o o o o Reduced Vol: 15 951 294 280 757 27 32 63 24 242 38 220 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 l.QO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 1s· 951 294 280 757. ·-27 32 63 24 242 · 38 220· ------------1---------------11---------------1l-------•-------11--0 ----C-------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1~00 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.95 0.84 0.84 0.84 0.68 0.71 0.71 Lanes: 1.00 2.00 1.00 l.~o 1.93 0,07 0.27 0.53 0.20 1.33 0.10 0.57 Final Sat.: 1805 3610 1615 1805 3467 125 425 849 326 1720 133 771 ------------1----------~----I 1--------------•I l----•----------11---------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.26 0.18 0.16 0.22 0.22 0.07 0.07 0.07 0.14 0.29 0.29 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ, 0.08 0.35 0.10 0.75 76.4 54.4 1. 00 1. 00 76.4 54.4 E ". D 1 25 0.35 0.52 47.5 1.00 47.5 D 13 0.21 0.47 0.75.0.46 75.7 32.4. 1.00 1.00 75.7 32.4 E C 16 15 0.47 0.46 32.4 1.00 32.4 C 15 0.38 0.38 0.20 0.20· 3.7. 7 37. 7 1. 00 1. 00 37.7 37.7 D D 4 4 0.38 0.20 37.7 1.00 37.7 D 4 0.38 0.38 0.37 0.75 40.7 53.6 1.00 1.00 40.7 53.6 D D 7 19 0.38 0.75 53.6 1.00 53.6 D 19 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE \ 07/24/2007 08:51 2010 PM Filename: 2010PM-l.OUT Tue Jul 24, 2007 08:51:16 Ponto Vision Plan 2010' Conditions PM Peak Hour Level Of Service Computation Report 2000 HCM Unsignai'ized Method (Future Vol_ume Alternative) Pa9.e 38 Page 37-1_ ******************************************************************************** Intersection #201 La Costa Avenue and Sheridan Road. ***************~************~*************************************************** Average Delay (sec/veh): 1.2 Worst case Level Of Service: C[ 16:8] **********************~**********************************************·***~******* Street Name: Sheridan Road La Costa Avenue Approach: North Bound South Bound East.Bound West Bound Movemerit: L T R L T R L . T R L T R ------------1---~-----------I l-------~-------1l----~---------=11~------------~-1 Control: stop_ Sign Stop Sign · Uncontrolled Uncontrolled· Rights:' Include Include Include Include Lanes: o o l! o ·o· o o o o o o o o 1 a o 1 o o o ------------I -,--------------I I --. -----. ------I I ---------------I I ---------------I Volume Module: Base Vol: Growth Adj: Initial Bse:· Added Vol: 10 0 1.00 1-.00 10 0 0 0 Cumulative: o o Initial Fut: 10 0 50.. 0 0 1.00 1.00 1.00 50 0 0 0 0 0 0 0 0 50 0 0 User Adj: 1.00 1.00 1.00 1. 00 1. 00 0.95 0.95 PHF Adj: 0.95 0.95 0.95 PHF Volume: 11 0 53 Reduct Vol: o o 0 Final Vol.: 11 0 53 Critical Gap Module: 0 0 0 0 0 0 0 1.00 0 0 0 1.00 0.95 0 0 0 0 578 1.00 1.00 0 578 0 0 0 0 14 592 1.00 1.00 0.95 0.95 0 0 0 623 0 623 30 50 1.00_1.00 30 50 0 0 0 30 0. 50 524 1.00 524 0 15 539 1. oo· 0.95 32 1.00 1.00 0 32 0.95 0.95 53 0 53 567 0 567 0 1.00 0 0 0 1.00 0.95 0 0 0 Critical Gp: 6.4 xxxx 6.2 xxxxx xx.xx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 x.xxxx xxxx xxxxx xxx.xx xx.xx x:xxxx 2.2 xx.xx xxxxx ------------1---------------11---------------11-------~------;I 1---------------1 Capacity Module: Criflict·vol: 1312 xxxx --·639" "xxxx xxxx xxxxx xxxx xxxx xxxxx· "655"xxxx xxxxx Potent Cap.: 177 xxxx 480 xxxx xx.xx xxxxx xxxx xxxx xxx.xx 942 xxxx xxxxx Move Cap.: 169 xxxx 480 xx.xx xxxx xxxxx xx.xx xxxx xxxxx 942 xx.xx xxxxx Volume/Cap:· 0.06 xxxx 0.11 xxxx xxxx· xxxx xxxx xxxx xxxx 0.06 xxxx xxxx· -:----------1----------~----I 1----------~----I l-------•-------11------~---~--~-I Level Of Service Modul~: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xx.xx xxxxx xxxxx xxxx xxxxx xxxx:x xxxx xxxxx LOS by Move: * * * * * * * *· * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT 0.2 xx.xx xxxxx 9.0 xx.xx xxxxx A LT -LTR -·RT Shared Cap.: xxxx 367 xx.xxx xx.xx xxxx xxxxx xxx.x xx.xx xxxxx xxxx xx.xx xxxxx SharedQueue:xxxx~ 0.6 xxxxx. xxxxx xxxx xxxxx xxxxx-xxxx xxxxx 0.2 xxxx xxxxx Shrd ConDel:xxxxx 16.8 xxxxx. xxxx.x xxxx x.xxxx xxxxx. xx.xx xxxxx ·Shared LOS: ApproachDel: ApproachLOS: C 16.8 C xxxxxx xxxxxx 9.0 xxxx xxxxx A xxxxxx ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/24/2007 08,51 Filename, 2010PM-l.OUT Pa9.e 39 07/18/2007 13:48 2010 AM+ project Scenario: Command: Volume, Geometry: Impact Fee, Trip Generation: Trip-Distribution: Paths: Routes: Configuration: __ , Filename: 2010AM-1.0UT Wed Jul 18, 2007 13:47:59 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour Scenario Report 2010 AM+ project 201o·AM + project 2010 AM 2010 Default Impact Fee AM PROJECT Default Paths Default Routes 2010 AM+ project Pa.9:e Page 1-1 Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE I I I· I I I I I I I I I 07/18/2007 13:48 Filename: 2010AM-l.OUT Pa9e 2 2010 AM+ project Wed Jul 18, 2007 13:47:59 Page 2-1 --------------------------------------------------·------------------------------ Ponto Vision Plan 2010 + Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Trip Generation Report Forecast for AM Zone Rate Rate Trips Trips Total% Of # Subzone Amount Units In Out In Out Trips Total --------------------------------- l Parcel G 0.00 Town Home 0 .13 0.51 0 0 0 0.0 l _Parcel G 0.00 Resort 0.24 0.16 0 0 0 0. 0 1 Parcel G 0.00 Apartment 0.10 0.38 0 0 0 0.0 1 Parcel G 0.00 Specialty Reta 0.72 0.48 0 0 0 0.0 1 Parcel G 0.00 Restaurant 6.40 6.40 0 0 0 0.0 1 Parcel G 0.75 Passive Park 1. 30 1. 30 1 1 2 0.2 1 Parcel G 0.00 Garden Hotel 0.36 0.24 0 0 0 0.0 1 Parcel G 0.00 Live/Work 0.13 0.51 0 0 0 o.o 1 Parcel G o .. oo Office 2.52 0.28 0 0 0 0.0 1 Parcel G 0.00 High Quality R 0.60 0.40 0 0 0 0.0 1 Parcel G 0.00 Hotel 0.36 0.24 0 0 0 0.0 Zone 1 Subtotal ............. -............... 1 1 2 0.2 2 Parcel I 0.00 Town Home 0.13 0.51 0 0 0 o.o 2 Parcel I o.oo Resort 0.24 0.16 0 0 0 o.o 2 Parcel I 0.00 Apartment 0.10 0.38 0 0 0 o.o 2 Parcel I 16.00 Specialty Reta 0. 72 0.48 12 8 20 2.1 2 Parcel I o.oo Restaurant 6.40 6.40 0 0 0 0. 0 2 Parcel I 0.00 Passive Park 1. 30 1. 30 0 0 0 0. 0 2 Parcel I 0.00 Garden Hotel 0.36 0.24 0 0 0 o.o 2 Parcel I 0.00 Live/Work .0 .13 0.51 0 0 0 o.o 2 Parcel I o.oo office 2.52 0.28 0 0 0 0. 0 2 Parcel I 0.00 High Quality R 0.60 0.40 0 0 0 0. 0 2 Parce·1 I 0.00 Hotel 0.36 0.24 0 ·O 0 0. 0 · Zone 2 Subtotal ............................. 12 8 20 2 .1 3 Parcel B 0.00 Town Home 0.13 0.51 0 0 0 0.0 3 Parcel B 0.00 Resort 0.24 0.16 0 0 0 0. 0 3 Parcel B 0.00 Apartment 0.10 0.38 0 0 0 o.o 3 Parcel B 6.00 Specialty Reta 0.72 0.48 4 3 7 0.7 3 Parcel B 0.00 Restaurant 6.40 6.40 0 0 0 0. 0 3 Parcel B 0.00 Passive Park 1.30 1. 30 0 0 0 0. 0 3 Parcel B 0.00 Garden Hotel 0.36 0.24 0 0 0 o.o 3 Parcel B 0.00 Live/Work 0 .13 0.51 0 0 0 o.o 3 Parcel B 0.00 Office 2.52 0.28 0 0 0 0. 0 3 Parcel B 0.00 High Quality R 0.60 0.40 0 0 0 0.0 3 Parcel B 0.00 Hotel 0.36 0.24 0 0 0 0.0 Zone 3 Subtotal ..................... -....... 4 3 7 0. 7 4 Parcel D 0.00 Town Home 0.13 0.51 0 0 0 o.o 4 Parcel D 0.00 Resort 0.24 0.16 0 0 0 o.o 4 Parcel D 24.00 Apartment 0.10 0.38 2 9 11 1.1 4 Parcel~ 0.00 Specialty Reta 0. 72 0.48 0 0 0-o.o Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07ill.L.1:.9...QJ_ 13,48 Filename, 2010AM-1.0UT 2010 AM+ project Wed Jul 18, 2007 13,47,59 ~onto Vision Plan 2010 + Project Conditions AM Peak Hour Zone ii Subzone Amount Units Rate In Rate Out 4 Parcel D 0.00 Restaurant 6.40 6.40 .4 Parcel D o.oo Passive Park 1.30 1.30 4 Parcel D o.oo Garden Hotel 0.36 0.24 4 Parcel D 9.00 Live/Work 0.13 0.51 4 Parcel D 0.00 Office 2.52 0.28 4 Parcel D 0.00 High Quality R 0.60 0.40 4 Parcel D 0.00 Hotel 0.36 0.24 Zone 4 Subtotal .... · ........................ . -5 Parcel E 5 Parcel E 5 Parcel E 5 Parcel E 5 Parcel E 5 Parcel.E · 5 Parcel E 5 Parcel E 5 Parcel E 0.00 Town Home 126.00 Resort 0.00 Apartment 0.00 Specialty Reta o.oo· Restaurant 0.00 Passive Park 0.00 0.00 0.00 Garden Hotel Live/Work Office 5 Parcel E 0.00 High Quality R Hotel 5 Parcel E 180.00 zone 5 Subtotal 6 Parcel A 6 Parcel· A 6 Parcel' A 6 Parcel A. 6 P_arcel_ A -6 Parcel A 6 Parcel A 6 Parcel A 6 Parcel A 6 Parcel A 6 Parcel A o. 00 Town Home 0.00 Resort 6. 00 'Apartment 0.00 Specialty Reta O. 00 _Restaurant. 0.00 Passive Park o.oo Garden Hotel 0.00 Live/Work 0.00 Office 0.00 High Quality R 215.00 Hotel zone 6 Subtotal 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H o.oo Town Home .0.00 Resort ·o. 00 Apartment 12.00 Specialty Reta 5.00 Restaurant o.oo 0.00 0.00 0.00 o.oo 53.00 Passive Park Garden-Hotel Live/Work Office High Quality R Hotel Zone 7 Subtotal 0, 13 0.24 0.10 0. 72. 6.40 1. 30 0.36 0.13 2.52 0.60 0.36 0 ._13 0:24 0.10 0.72 6. 4_0 1.fo 0.36 0.13 2.52 0.60 0.36 0 .13 0.24 0.10 0.72 6.40 1. 30 0.36 0.13 2.52 0.60 0.36 0.51 0.16 0.38 0.48 6.40 1.30 0.24 0.51 0. 28 0.40 0.24 0.51 0.16 0.38 0.48 6.40 1.30 0.24 0.51 0.28 0.40 0.24 0.51 0.16 0.38 0.48 6.40 1.30 0.24 0.51 0.28 0.40 0.24 Pa.9.e Page 2-2 Trips Trips Total% Of In Out Trips Total 0 0 0 1 0 0 0 3 0 30 0 0 0 0 0 0 0 0 65 95 0 0 0 0 0 0 0 0 0 0 77 77 0 0 0 9 32 0 0 0 0 0 19 60 0 0 0 5 0 0 0 14 0 20 0 0 0 0 0 ,0 0 0 43 63 O· 0 0 .o 0 0 0 0 0 0 52 .52 0 0 0 6 32 0 0 0 0 0 13 51 0 0.0 0 o.o 0 0.0 6 0.6 0 0.0 0 o.o 0 o.o 17 1. 8 0 0.0 50 5.2 0 o.o 0 0.0 0 0.0 0 o.o 0 0.0 0 o.o 0 o.o 0 o.o 108 11.2 158 16.4 0 0.0 0 . 0. 0 0 o.o 0 0.0 0 o.o 0 0.0 0 o.o 0 o.o 0 o.o 0 0.0 129 13.4 129 13.4 0 0 0 15 64 0 0 0 0 0 32 111 o.o o.o 0.0 1. 6 6.6 0.0 0. 0 0. 0 0. 0 0. 0 3.3 11. 5 Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07f..1U2007 13,48 2010 AM'+ project zone # Subzone Filename, 2010AM-1.0UT Wed Jul 18, 2007 13,47,59 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour Amount Units Rate In Rate Out 8 Parcel F 128.00 Town Home 0.13 0.51 8 Parcel F 0.00 Resort 0.24 0.16 8 Parcel F 0.00 Apartment 0.10 0.38 8 Parcel F 9.25 Specialty Reta 0.72 0.48 8 Parcel F o.oo Restaurant 6.40 6.40 8 Parcel F 0.00 Passive Park 1.30 1.30 B Parcel F 0.00 Garden Hotel 0.36 0.24 B Parcel F o.oo Live/Work 0.13 0.51 B Parcel F 0.00 Office 2.52 0.28 8 Parcel F o.oo Hig~ Quality R 0.60 0.40 8 Parcel F 0.00 Hotel 0.36 0.24 8 Parcel F 23.30 Flex Restauran 6.40 6.40 Zone 8 Subtotal · ........ , . , ........... , ..... . 9 Parcel C 9 Parcel c· 9 Parcel C 9 Parcel C 9 Parcel C 9 Parcel C 9 Parcel C 9 Parcel C 9 Parcel C 9 Pare.el C 9 Par·cel C 0.00 Town Home 0.00 Resort o.oo Apartment o.oo Specialty Reta o.oo Restaurant 0.00 Passive Park 0.00 Garden Hotel 0.00 Live/Work 0.00 Office 0.00 High Quality R 216.00 Hotel zone 9 Subtotal 0 .13 0.24 0.10 0. 72 6.40 1. 30 0.36 0 .13 2.52 0.60 0.36 0.51 0.16 0.38 0.48 6.40 1.30 0.24 0.51 0.28 0.40 0.24 Pa.9.e Page 2-3 Trips Trips Total% Of In Out Trips Total 17 0 0 7 0 0 0 0 0 0 0 149 173 0 0 0 0 0 0 0 0 0 0 78 78 65 0 0 4 0 0 0 0 0 0 0 149 218 0 0 0 0 0 0 0 0 0 0 52 52. 82 8.S 0 0.0 0 o.o 11 1.1 0 o.o 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 298 30.9 391 40.5 0 0.0 0 0.0 o_ o. o 0 o.o 0 0.0 o a.a 0 o.o 0 o.o 0 0 .. 0 0 0.0 130 13.5 130 13.5 TOTAL ... , ................ ; ......... , . . . . . . . . . . . . . . . . . . . 503 462 965 100.0 Traffix 7.8.071S (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 4 07 {181'.2007 13:48 Filename: 2010AW1.0UT Page 5 07 L18,:'.2007 13:48 Filename: 2010AM-1.0UT Page 6 2010 AM+ project Wed Jul 18, 2007 13:47:59 Page 3-1 2010 AM+ project Wed Jul 18, 2007 13:48:06 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Ponto Vision Plan ' Ponto Vision Plan 2010 + Project Conditions 2010 + Project Conditions AM Peak Hour AM Peak Hour ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Trip Distribution Report Impact Analysis Report Level Of Service Percent Of Trips Project Intersection Base Future Change To·Gates Del/ V/ Del/ V/ in 1 2 3 4 5 6 8 9 10 11 12 LOS Veh C LOS Veh C Zone -----------------------------------#101 Avenida Encinas/ Palomar Airp C 31.6 0.645 C 31.7 0.654 + 0.059 D/V 1 35.0 3.0 8.0 8.0 1.0 8.0 25.0 3. 0 2. 0 1.0 1.0 #102 I-5 SB Ramps/ Palomar Airport C 20.0 0.606 C 20.1 o_.607 + 0.031 D/V 2 35.0 3. 0 8.0 8. 0 1.0 8.0 25.0 3. 0 2.0 1.0 1.0 3 35.0 3. 0 8.0 8.0 1.0 8.0 25.0 3.0 2.0 1.0 1.0 #103 I-5 NB Ramps/ Palomar Airport D 39.4 0.941 D 39.9 0.941 + 0.546 D/V 4 35.0 3. 0 8.0 8. 0 1.0 8.0 25.0 3.0 2. 0 1.0 1.0 5 35.0 3.0 8.0 8. 0 1.0 8.0 25.0 3. 0 2.0 1.0 1.0 #104 Paseo Del Norte/ Palomar Airp C 34.5 0.844 C 34.6 0.844 + 0.030 D/V 6 35.0 3.0 8.0 8.0 1.0 8.0 25.0 3. 0 2.0 1.0 1.0 7 35.0 3.0 8.0 8.0 1.0 8.0 25.0 3. 0 2. 0 1.0 1.0 #105 Armada/ Palomar Airport Rd C 20.8 0.657 C 20.8 0.657 -0.002 D/V 8 35.0 3.0 8.0 8. 0 1.0 8.0 25.0 3. 0 2.0 1.0 1. 0 9 35.0 3.0 8.0 8. 0 1.0 8.0 25.0 3.0 2.0 1.0 1.0 #106 Palomar Airport Rd_. I Hidden B 14.1 0.613 B 15.3 0.639 + 1.233 D/V To Gates #107 College Blvd/ Palomar Airport D 35.7 0.659 D 35.8 0.665 + 0.144 D/V 13 14 Zone ----------#108 Palomar Airport/ Camino Vida C 30.1 0.695 C 30.1 0.695 -0.003 D/V 1 4.0 1.0 #109 El Camino Real/ Palomar Airpo D 49.3 0.977 D 49.3 0.977 -0.003 D/V 2 4.0 1.0 3 4.0 1.0 #110 Palomar Airport Road/ El Fuer F 91. 5 1.108 F 92.2 1.110 + 0.681 D/V 4 4.0 1.0 5 4.0 1.0 I #111 Palomar Airport Road/ Melrose D 55.0 1.000 E 55.2 1.002 + 0.272 D/V 6 4.0 1.0 I 7 4.0 1.0 I #112 Carlsbad Blvd. / Island Way. A 8.1 0.336 A 8.0 0.350 -0.101 D/V 8 4.0 1.0 I 9 4.0 1.0 I #113 Carlsbad Blvd/ Breakwater Rd. B 12.6 0.318 B 12.7 0.333 + 0.100 D/V #114 Carlsbad Blvd. / Poinsettia La C 20.3 0:542 C 34.9 0.676 + 6.655 D/V #115 Avenida Encinas/ Poinsettia L C 32.3 0.585 C 34.7 0.623 + 2.343 D/V #116 1-5 SB Ramps/ Poinsettia Lan C 25.9 0.623 C 30.8 0.766 + 4.892 D/V #117 1-5 NB Ramps/ Poinsettia Lane C 29.9 0.773 D 37.0 0.875 + 7.120 D/V #118 Paseo Del Norte/ Poinsettia L C 28.0 0.702 C 28.9 0.741 + 0.880 D/V #119 Paseo Del Norte/ Camino de la C 29.9 0.601 C 30.9 0.629 + 0.947 D/V #120 Batiquitos Dr. / Poinsettia La C 23.4 0.555 C 23.0 0.572 -0.336 D/V #121 Aviara Parkway/ Poinsettia La C 30.2 0.481 C 30.1 0.498 -0.041 D/V #122 El Camino Real/ Cassia C 21.2 0.478 C 22.4 0.512 + 1. 199 D/V #123 El Camino Real/ Camino Vida R C 23.0 0.502 C 23.0 0.504 + 0.073 D/V Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,48 Filename, 2010AM-l.OUT 2010 AM+ project Wed Jul 18, 2007 13,48,06 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour Intersection Base Del/ V/ LOS Veh C #124 Carlsbad Blvd/ Ponto Drive A 6.3 0.505 #125 Carlsbad Blvd. / Beach Way 0.0 0.000 #126 Carlsbad Blvd. / Avenida Encin B 13.3 0.484 #127 Ponto Dr. / Avenida Encinas C 29.3 0.236 #128 Carlsbad Blvd. I La Costa Ave C 33.9 0.760 #129 Vulcan/ La Costa Ave. F 89.1 0.000 #130 I -5 SB Ramps/ La Costa Ave. C 25.5 0.555 #131 I-5 NB Ramps/ La Costa Ave. C 22.4 0.672 #132 Piraeus/ La Costa Ave. B 11.6 0.670 #133 El Camino Real/ La Costa Ave. E 61.3 1.123 #134 Carlsbad Blvd/ Leucadia Ave C 33.3 0.703 ff20l La Costa Avenue and Sheridan R B 10.<) 0 .000 Page Page 4 -2 Future Change Del/ V/ in LOS Veh C C 20.1 0.675 +13.751 D/V B 11.6 0.562 +11.622 D/V B 18.7 0.578 + 5.331 D/V C 34.0 0.474 + 4.643 D/V D 42.4 0.813 + 8.519 D/V F 216.4 0.000 +127.340 D/V C 25.1 0.610 -0.402 D/V C 22.8 0.672 + 0.396 D/V B 11.6 0.682 -0.004 D/V E 61.5 1.123 + 0.223 D/V D 35.4 0.733 + 2.091 D/V B 13.2 0.000 + 2.269 D/V Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 7 07illf.2007 13,48 2010 AM+ project Filename, 2010AM-l.OUT Wed Jul 18, 2007 13,48,06 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour ------------------------- Level Of Service Computation Report Page Page 5-1 2000 HCM Operations Method (Future Volume Alternative) ··········································~ Intersection #101 Avenida Encinas / Palomar Airport Rd. ····································································-··········· Cycle (sec), Loss Time (sec) Optimal Cycle, 100 16 (Y+R=4.0 sec) 63 Critical Vol./Cap. (X), Average Delay (sec/veh), Level Of Service, 0.654 31. 7 C ....................••.•...................•.................................... Street Name, Avenida Encinas Palomar Airport Rd Approach, North Bound South Bound East Bound West Bound Movement, L T R L T R L T R L T R ------------1---------------I1---------------11---------------11---------------1 Control, Protected Protected Protected Protected Rights, Include Include Include Include Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes , 1 o 1 o 1 1 1 0 0 1 1 0 o 1 o 1 o 1 0 1 ------------1---------------11 ---------------11---------------11---------------I Volume Module, Base Vol, Growth Adj, Initial Bse, Added Vol, PasserByVol, 1-nitial Fut, 28 56 1.00 1.00 28 56 O l 0 0 28 57 126 1.00 126 2 0 128 167 64 1.00 1.00 167 64 0 1 0 0 167 65 22 1.00 22 1 0 23 67 305 1. 00 1. 00 67 305 1 9 0 0 68 314 63 1.00 63 0 0 63 315 275 l.00 1.00 315 275 2 28 0 0 317 303 289 1.00 289 0 0 289 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj, 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume, 29 60 135 176 68 24 72 331 66 334 319 304 Reduct Vol , o o 0 0 0 0 o 0 o o 0 o Reduced Vol, 29 60 135 176 68 24 72 331 66 334 319 304 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 29 60 135 176 68 24 72 331 66 334 319 304 ------------1---------------11---------------1 1---------------11---------------1 Saturation Flow Module, Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 0.95 1.00 0.85 0.97 0.97 0.85 0.95 0.98 0.98 0.95 1.00 0.85 Lanes, 1.00 1.00 1.00 1.44 0.56 1.00 1.00 0.83 0.17 1.00 1.00 1.00 Final Sat., 1805 1900 1615 2640 1027 1615 1805 1543 310 1805 1900 1615 ------------1---------------1 1---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat, 0.02 0.03 0.08 0.01 0.01 0.01 0.04 0.21 0.21 0.18 o.17 0.19 Crit Moves, Green/Cycle, Volume/Cap, Delay/Veh, User DelAdj, AdjDel /Veh, LOS by Move, HCM2kAvgQ, 0.09 0.13 0.17 0.25 42.2 39.8 1.00 1.00 42.2 39.8 D D l 2 .... 0.13 0.65 48.9 1.00 48.9 D 5 0.10 0.14 0.65 0.49 47.3 40.9 1. 00 1. 00 47.3 40 .9 D D 5 4 0 .14 0 .11 38.2 1.00 38.2 D 0.17 0.33 0.24 0.65 36.7 31.3 1.00 l.00 36.7 31.3 D C 2 11 0.33 0.65 31. 3 1.00 31. 3 C 11 0.28 0.45 0.65 0.38 34.6 18.8 1.00 1.00 34.6 18.8 C B 10 7 0.45 0.42 19.4 1.00 19.4 B 7 .....•.....•.•.....••.•••..•••••.••............•.•.•...........•.•••....••••••.. Note, Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 8 07/18/20~1 13:48 2010 AM+ project Filename: 2010AM~l.OUT Wed Jul 18, 2007 13:48:06 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour ------------------------- Level Of Service Computation Report Pa.9.e Page 6-1 2000 HCM Operations Method (Future Volume Alternative) *******"************************************************************************* Intersection #102 I-5 SB Ramps/ Palomar Airport Rd. ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 8 (Y +R=4 .. O sec) 39 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.607 20.1 C ******************************************************************************** Street Name: I-5 SB Ramps Palomar Airport Rd Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L ~ R: ~-----------1---------------1 l---0 -----------I 1---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Ignore Min. Green: 7 10 10 7 io. 10 7 10 10 7 10 10 Lanes: o o o O o 2 O o. o 1 o O · 2 .1 O O O 2 O 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: o o o 1000 o 311 O 642 121 O 880 347 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, O o o 1000 o 311 O 642 121 O 880 347 Added Vol: 0 0 0 0 O 2 6 0 11 0 0 3 0 PasserByVol: 0 o 0 0 0 0 0 0 0 0 0 0 Initial Fut: o, o o 1000 ·o 337 o 653 121 o 883 347 User Adj: 1.00 1.00 1.00 1.00· 1.00 1.00 1.00 1.00 1.00 1.00 1.0~ 0.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.00 PHF Volume: 0 0 0 1053 0 355 0 687 127 0 929 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 O· 0 0 Reduced Vol: 0 o o 1053 o 355 0 687 127 0 929 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.60 0.00 Final vo1.·,•-o o o· ·1053 ·· o -355 o 687 · 127 O 929 · o ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.92 1.00 0.85 1.00 0.89 0.89 1.00 0.95 1.00 Lanes: 0.00 0.00 o.oo 2.00 0.00 1.00 0.00 2.53 0.47 0.00 2.00 1.00 Final Sat.: 0 0 0 3502 0 1615 0 4275 792 0 3610 1900 ------------1---------------11---------------\ 1---------------1 i---------------1 Capacity Analysis Module: · Vol/Sat: 0.00 0.00 0.00 0.30 0.00 0.22 0.00 0.16 0.16 0.00 0.26 0.00 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj, AdjDel/Veh, LOS by Move: HCM2kAvgQ: 0.00 o.oo 0.00 o.oo 0.0 0.0 1. 00 1. 00 0.0 0.0 A A 0 0 o.oo o.oo 0.0 1.00 0.0 A 0 **** a.so o.oo 0.61 0.00 18.8 o.o 1. 00 1. 00 18.8 0.0 B A 12 · 0 0.50 0.00 0.42 0.44· 0.00 0.38 16.7 1.00 16.7 B 7 0 .o 19.8 1. 00 1. 00 o.o 19.8 A 0 B 6 0. 42' 0.38 19.8 1.00 19.8 B 6 0.00 0.42 0.00 0.61 o.o 23.0 1.00 1.00 o.o 23.0 A C 0 12 0. 0,0 0.00 o.o 1.00 0. o. A 0 ******************************************************************~************* Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 9 07Ll.§_/2007 13:48 Filename: 2010AM-L01.J'I' Pa.9.e 10 2010 AM+ project wed Jul 18, 2007 13:48:.06 · Ponto Vi_sion Plan 2010 + Project Conditions AM Peak Hour . Level o{ Service Computation Report 200·0 HCM Operations. Method (Future Volume Alternative) Page 7-1 ******************************~************************************************* Intersection #103 I-5 NB Ramps/ Palomar Airport Rd *****·***********~*************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 12 (Y+R=4.0 sec) 133 Critical Vol./Cap. (X): Average Delay (sec/ven): Level Of Service: 0.941 39.9 D **********************************************************************~·~·~····· I-5 NB RAmps Palomar Airport Rd Street Name, Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1-------:-------11-------------~-11---------------11---------------1 Control: Permitted Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 2 0 0 0 0 0 1 0 3 0 0 0 0 3 0 2 ------------1---------------1l------~--------fl---------------11--------~------I Volume Module: Base Vol: 219 0 1414 0 0 0 126 1499 0 0. 812 576. Growth Adj: 1.00 1.00 ·1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 219 0 1414 0 0 o 126 1499 0 o 812 576 Added Vol: 0 0 0 0 0 O 8 3 0 0 3 0 PasserByVol: o 0 o 0 0 0 0 o 0 0 0 0 Initial Fut, 219 0 1414 o 0 o 134 1502 0 o 815 576 User Adj: l.00 1.00 1.00 l.00 1.00 1.00 1.00 1.00 l.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 · PHI' Volume: 231 o 1488 o o ·o 141 1581 o o 858 606 Reduct Vol: o 0 o 0 0 o o 0 0 o o 0 Reduced Vol: 231 0 1488 o 0 o 141 1581 0 o 858 606 PCE Adj_: 1.00 1.00 i.oo 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: _ 1.00. 1,.00 1.00 1.00 1.00 1..00 1.00 1.00,_ 1.00 1.00 _1.00 1.,0.0 Fina1 Vol.: 231 o 1488 o o o 141 1581 O o 858 606 -----~------1---------------11---------------11-----0 ---------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.71 1.00 0.75 1.00 1.00 1.00 0.95 0.91 1.00 1.00 0.91 0.75 Lanes, 1.00 0.00 2.00 0.00 0.00 0.00 1.00 3.00 0.00 0-00 3.00 2.00 Final Sat.: 1357 0 2842 0 0 0 1805 5187 0 0 5187 2842 ------------1-----------c---l 1---------------11---------------11--------------~I Capacity Analysis Module: Vol/Sat: 0.17 0.00 0.52 0.00 0.00 0.00 0.08 0.30 0.00 0.00 Q.17 0.21 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.56 0.00 0.31 0.00 12.1 0.0 1.00 1.00 12.1 0.0 B A 4 0 0.56 0.94 32.2 1.00 32.2 C 29 0.00 0.00 0.00 0.00 o.o o.o 1. 00 1. 00 0. 0 0. 0 A A 0 0 0.00 o.oo o.o 1.00 0.0 A 0 *•** 0.09 0.32 0.90 0.94 89.2 43.9 1.00 1.00 89.2 43.9 F D 7 22 0.00 0.00 0. 0 1.00 o.o A 0 0.00 0.24 0.00 0.70 0.0 36.7 1.00 1.00 o.o 36.7 A D 0 10 0.24 0.90 52.1 1.00 52.1 D 14 ******************************************************************************** Note: Queue reported is ·the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/20Ql 13:48 2010 AM+ project Filename: 2010AM-1.0UT- Wed Jul 18, 2007 13:48:06 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour Level Of Service Computation Report Pa.9.e 11 Page 8-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #104 Paseo Del Norte/ Palomar Airport Rd. ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 16 (Y+R=4.0 sec) 106 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service, 0.844 34.6 C ******************************************************************************** Street Name: Paseo Del Norte Palomar Airport Rd. Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1l-------~-------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 o 1 1 o 2 o 1 1 o 2 O 2 1 O 2 O 4 O 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 218 284 Growth Adj: Initial Bse: Added Vol: 1.00 1.00 218 0 284 0 237 1.00 237 0 166 71 1.00 1.00 166 0 71 0 109 1.00 109 3 268 2226 1.00 1.00 268 2226 2 0 164 1.00 164 0 95 871 1.00 1.00 95 0 871 1 213 1.00 213 0 PasserByVol: o o o o o o o o O o o o Initial Fut, 218 284 237 166 71 112 270 2226 164 95 872 •213 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 229 299 249 175 75 118 284 2343 173 lpO 918 224 Reduct Vol: O O o o o o o o O O O O Reduced Vol: 229 299 249 175 75 118 284 2343 173 100 918 224 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 1.00 1.00 Final Vol.: 229 29·9 249 175 75 · · i1·a 284 2343 173 100 918 224 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.89 0.89 0.92 0.86 0.86 0.92 0.90 0.90 0.92 0.91 0.85 Lanes, 2.00 1.09 0.91 2.00 1.00 1.00 2.00 2.79 0.21 2.00 4.00 1.00 Final Sat.: 3502 1834 1531 3502 1639 1639 3502 4783 352 3502 6916 1615 ------------1--------------11---------------11---------------l 1----. ---------· I Capacity Analysis Module: Vol/Sat: 0.07 0.16 0.16 0.05 0.05 0.07 0.08 0.49 0.49 0.03 0.13 0.14 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.11 0.19 0.61 0.87 53.9 59.9 1.00 1.00 53.9 59.9 D E 5 13 0.19 0.87 59.9 1.00 59.9 E 13 0.06 0.14 0.86 0.33 84.0 47.l 1.00 1.00 84.0 47.1 F D 6 3 0.14 0.52 49.5 1.00 49.5 D 5 0.24 0.56 0.34 0.87 38.4 25.6 1.00 1.00 38.4 25.6 D C 5 31 0.56 0.87 25.6 1.00 25.6 C 31 0.06 0.39 0.49 0.34 56.6 26.2 1.00 1.00 56.6 26.2 E C 3 6 0.44 0.31 21.8 '1.00 21. 8 C 5 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:48 Filename: 2010AM-l. OUT. Pa.9.e 12 2010 AM+ project Wed Jul 18, 2007 13:48:06 Page 9-1 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour ------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #105 Armada-/ Palomar Airport Rd *********************************~************~********************************* Cycle (sec): 120 Critical Vol./Cap. (X): Loss Time (sec) Optimal Cycle: 16 (.Y+R=4. O sec) 66 Average Delay (sec/veh): Level Of Service: 0.657 20.8 C ******************************************************************************** Street Name: Armada Palomar Airport Rd Approach: North Bound South Bound · _East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1l----------cc---fl---------------11---------------1 Control: Protected. Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 0 0 1 0 2 0 1 0 1 2 0 3 0 1 1 0 3 0 1 ------------J-----------~---11---------------11---------------11--------------~1 · Volume Module: Base Vol: Growth Adj: Initial Bse: Added Vol: PasserByVol: Initial Fut: User Adj: PHF Adj: PHF Volume: Reduct Vol: Reduced Vol: PCE Adj: MLF Adj: . Finai Vol., 67 18 49 76 37 99 267 2200 127 65 1000 299 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 67 18 49 76 37 99 267 2200 127 65 1000 299 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 9 67. 18 49 7,6 37 99· 267 2200 127 65 ,1001 299 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ·1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 71 19 52 80 39 104 281 2316 134 68 1054 315 0 0 0 0 0 0 0 0 0 0 0 0 71 19 52 80 39 104 281 2316 134 68 1054 315 1.00 1.00 1.00 1.00 ·1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.ob 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7i 19 s2 . so . :i9 104· 2aC231°6 -134 . 68 1054 315 ------------1---------------1l---~-----------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.89 0.89 0.92 1.00 0.85 0.92 0.91 0.85 0.95 0.91 0.85 Lanes: 2.00 0.27 0.73 2.00 1.00 1.00 2.00 3.00 1.00 ·1.00 3.00 1.00 Final Sat.: 3502 454 1237 3502 1900 1615 3502 5187 1615 1805 5187 1615 ------------1---------------11---------------11--· -----· ------11---------------1 Capacity Analysis Module: Vol/Sat: 0.02 0.0·4 ·o.0.4 0.02 0.02 0.06 o.oa 0.45 o.oa 0.04 0.20 0.19 Crit Moves: Green/Cycie: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0:06 0.09 0.35 0.46 55.3 54.l 1. 00 1. 00 55.3 54.1 E D 2 3 0. 0·9 0.46 54.1 1.00 54.1 D '3 0.06 0.09 0.36 0.22 54.9 so.a 1. 00 1. 00 54.9 so.a D D 2 1 0.09 0.68 64.4 1.00 64.4 E 5 0.20 0.66 0.40 0.68 41.9 13.5 1.00 1.00 41.9 13.5 D B 5 20 0.66 0 .13 7.8 1.00 7.8 A 2 0.06 0.51 0.65 0.40 68.7 18.l 1. 00 1. 00 68.7 18.1 E B 4 9 0.51 0.38 18.l 1.00 18.1 B 7 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/20Q1 13:48 Filename: 2010AM-l.OUT Pa.9.e _13 2010 AM+ project Wed Jul 18, 2007 13:48:06 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Page 10-1 ******************************************************************************** Intersection Ul06 Palomar Airport Rd. / Hidden Valley ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 Critical Vol./Cap. (X): 12 (Y+R=4.0 sec) Average Delay (sec/veh): 54 Level Of Service: 0.639 15.3 B ******************************************************************************** Street Name: Hidden Valley Palomar Airport Rd. Approach: North Bound South Bound East Bound -West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11-----------c---l Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 o o 1 0 1 0 1 0 1 1 o 3 0 1 1 0 2 1 0 ------------1----------~----I 1---------------11---------------11---------------1 Volume Module: Base Vol: 68 35 53 9 o 13 70 2302 86 44 1476 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 68 35 53 9 o 13 70 2302 86 44 1476 45 Added Vol: 0 0 18 0 0 0 0 0 0 20 1 0 PasserByVol: o 0 0 0 0 0 0 0 0 o 0 0 Initial Fut: 68 35 71 9 0-13 70 2302 89 64 147ry 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 72 37 75 9 0 14 74 2423 91 67 1555 47 Reduct Vol: o 0 0 0 o o 0 o o o 0 0 Reduced Vol: 72 37 75 9 o 14 74 2423 91 67 1555 47 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 72 37 75 9 0 14 74 2423 91 67 1555 47 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 1.00 0.85 0.95 0.91 0.85 0.95 0.91 0.91 Lanes: 1.00 0.33 0.67 1.00 1.00 1.00 1.00 3.00 1.00 1.00 2.91 0.09 Final Sat.: 1805 565 1145 1805 1900 1615 1805 5187 1615 1805 5014 153 ------------/---------------/ 1---------------1 /---------------/ /---------------/ Capacity Analysis Module: Vol/Sat: 0.04 0.07 0.07 · 0.01 0.00 0.01 0.04 0.47 0.06 0.04 0.31 0.31 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.06 0.10 0.62 0.68 65.l 63.4 1.00 1.00 65.1 63.4 E E 4 5 0.10 0.68 63.4 1.00 63.4 E 5 0.06 0.00 0.09 0.00 53.9 0.0 1.00 1.00 53.9 a.a D A 0 0 o.oo xxxx 0.0 1.00 0.0 A 0.12 0.69 0.35 0.68 49.6 11.6 1.00 1.00 49.6 11.6 D B 3 19 0.75 0.07 4.0 1.00 4.0 A 1 **** 0.06 0.63 0.64 0.49 67.8 12.2 1.00 1.00 67.8 12.2 E B 4 12 0.63 0.49 12.2 1.00 12.2 B 12 ******************************************************************************** . . Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07L.J&L.2007 13:48 2010 AM+ project Filename: 2010AM-l.OUT Wed Jul 18, 2007 13:48:06 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour Level Of Service Computation Report Pa.9.e 14 Page 11-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection Ul07 College Blvd/ Palomar Airport Rd ******************************************************************************** Cycle (sec) , Loss Time (sec): Optimal Cycle: 120 16 (Y+R=4.0 sec) 67 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.665 35.8 D ******************************************************************************** Street Name: College Blvd Palomar Airport Rd Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 -10 7 10 10 Lanes: 2 0 2 0 1 2 0 1 1 1 2 0 3 0 1 2 0 3 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 188 490 220 60 97 294 811 1566 58 56 822 38 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 188 490 220 60 97 294 811 1566 58 56 822 38 Added Vol: 5 0 0 0 0 15 14 0 5 0 1 0 PasserByVol: o O O o o o O o o o O o Initial Fut: 1__93 490 2=-l.0 60 97 309 ,825 156q 6_3 56 823 38 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0:95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 203 516 232 63 102 325 868 1648 66 59 866 40 Reduct Vol: 0 -0 0 0 0 o 0 0 o o 0 o Reduced Vol: 203 516 232 63 102 325 868 1648 66 59 866 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 203 516 232 63 102 325 868 1648 66 59 866 40 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 0.84 0.84 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 2.00 1.00 2.00 1.00 2.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3502 3610 1615 3502 1599 3198 3502 5187 1615 3502 5187 1615 ------------1---------------1 /---------------/ 1---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.06 0.14 0.14 0.02 0.06 0.10 0.25 0.32 0.04 0.02 0.17 0.02 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.10 0.21 0.60 0.69 54.9 46,8 1.00 1.00 54.9 46.8 D D 5 10 0.21 0.69 50.2 1.00 50.2 D 9 0.06 0.17 0.31 0.38 55.0 44.5 1.00 1.00 55.0 44.5 E D 1 4 0.17 0.60 47.6 1.00 47.6 D 7 0.36 0.51 0.69 0.63 34.4 21.8 1.00 1.00 34.4 21.8 C C 15 16 0.51 0.08 15.2 1.00 15.2 B 1 **** 0.09 0.24 0.18 0.69 50.4 43.0 1. 00 1. 00 50.4 43.0 D D 1 12 0.24 0.10 35.5 1.00 35.5 D 1 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07ill.L20QI 13:48 2010 AM+ project Filename: 2010AM-1.0UT Wed Jul 18, 2007 13:48:06 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour · Level Of Service Computation Report Pa.9.e 15 Page 12°1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #108 Palomar Airport/ Camino Vida Roble ********************************************************************************. Cycle (sec) : Loss Time (sec), Optimal Cycle, 120 16 (Y+R=4.0 sec) 71 Critical Vol. /Cap. (X) : Average Delay (sec/veh), Level Of Service, 0.695 30.1 C ******************************************************************************** Camino Vida Roble Palomar Airport Road Street Name, Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Gre·en, 7 10 10 .7 10 10 7 10 10 7 10 10 Lanes, 2 o o 1 o 1 o 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------1---------------11---------------11--------------~11---------------1 Volume Module, 1.00 1.1 .Base Vol: 196 120 82 56 32 32 108 1135 460 193 908 253 Growth Adj: 1.00 1.00 . 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 196 12 Initial Bse: 196 120 82 56 32 32 108 1135 460 193 908 253 460 193 908 o· 0 Added Vol: 0' 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 PasserByVol: 0 0 0 0 0 .0 O· 0 0 0 0 0 0 0 0 i93 196 120 Initial Fut, 196· 120 ·82 5ti 32 32 108 1135 460 i93 909 · 253 460 909 1.00 1.00 1.0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 0.95 0.95 0.9 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 206 12 PHF Volume: 206 126 86 59 34 34 114 1195 484 203 957 266 484 203 957 Reduct Vol: o 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 206 126 86 59 34 34 114 1195 484 203 957 266 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF A<ij: 1..00 1.,00 _1.00 1.00 1.00 1.0_0 _1,0_0 l,_00 1.00 1.00 1.00 1.00 Final Vol., 206 126 86 59 34 · 34 114 1195 484 203 957 266 ------------1---------------11---------------11--------:------11---------------1 Saturation Flow Module: sat/Lane:· 1900 1900 1900 1900 1900 1900 1900 1900 • 1900 1900 1900 1900 Adjustment: 0.92 0.94 0.94 0.95 1.00 0.85 0.95 0.87 0.87 0.95 0.88 .0.88 Lanes: 2.00 0.59 0.41 1.00 1.00 1.00 1.00 2.13 0.87 1.00 2.35 0.65 Final Sat.: 3502 1060 724 . 1805 1900 1615 -1805 3532 1432 1805 3924 1092 ------------1---------------i 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.06 0.12 0.12 0.03 0.02 0.02 0.06 0.34 0.34 0.11 0.24 0.24 Crit Moves: **** **** **** Green/Cycle: 0.09 0.17 0.17 0.06 0.13 0 .13 0.13 0.48 0.48 0.16 0.51 0.51 Volume/Cap: 0.63 0.71 0.71 0.56 0.13 0.1'6 0.48 0.71 0.71 0. 71 0. 48 0.48 Delay/Veh: 56".1 54.4 54.4 61. 6 46 .1 46.4 49.9 25.5 25.5 55.5 19.3 19.3 User DelAdj: 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 56.1 54.4 54.4 61.6 46.1 46.4 49.9 25.5 25.5 55.5 19.3 19.3 LOS by Move: E D D E D D D C C E B B HCM2kAvgQ: 5 9 9 3 1 1 4 18 18 8 11 11 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 07/18/2007 13:48 Filename: 2010AM-1.0UT Pa.9.e 16 2010 AM+ project Wed Jul 18, 2007 ·13 :48:07 Page 13-1 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #109 El Camino Real/ Palomar Airport Road ******************************************************************************** Cycle (sec), Loss Time (sec) Optimal Cycle: 120 16 (Y+R=4.0 sec) 180 Critical Vol./Cap. (X), Average Delay (sec/veh): Level Of Service, 0.977 49.3 D ******************************************************************************** Street Name, Approach: Moyement: El Camino Real Palomar Airport Road North Bound South Bound East Bound West Bound L T R L T R L T R L T R ---------0 --1---------------11---0 -----------11---------------1 l-~-------------1 Control: Protected Protected Protected Protected Rights: Ovl Ov.l Include Include Min. Green: 7 10 10 7 10 10 7 10 lb 7 10 10 Lanes, 1 0 3 0 2 2 0 3 0 1 2 0 2 1 0 2 0 3 0 2 ------------1-------c-------l 1---------------11-------~-------I 1---------------1 Volume Module: Base Vol, Growth Adj: Initial Bse: Added ·vol: 70 1214 523 509 716 375 119 771 76 537 1226 1111 1.00 1.00 1.00 1.00 1.00 1.00 .l.00 1.00 1.00 1.00 1.00 1.00 70 1214 523 509 716 375 119 771 76 537 1226 1111 0 0 9 0 0 0 0 0 0 10 1 0 PasserByVol: o o 0 0 o o 0 o o 0 0 o Initial Fut: 70· 1214 532 509 716 375 119 771 76 547 122-7 llH User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume, 74 1278 560 536 754 395 1·25 812 80 576 1292 1169 Reduct Vol: o o o o o o o o o o O o Reduced Vol, 74 1278 560 536 754 395 125 812 80 576 1292 1169 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 74 1:h8 -560 53_6. 754 395 · 125 812 80 576 1292 1169 ------------1---------------1l--c------------11---------------1 l-----"---------1 Saturation Flow Module, · Sat/Lane: 1900 1900 1900 1900 1900 1900· 1900 1900 1900 1900 1900 1900 Adjustment: 0.95·0.91 0.75 0.92 0.91 0.85 0.92 0.90 0.90 0.92 0.91 0.75 Lanes, · 1.00 3.00 2.00 2.00 3.00 1.00 2.00 2.73 0.27 2.00 3.00 ·2.00 Final Sat.,. 1805 5187 2842 3502 5187 1615 3502 4660 459 3502 5187 2842 ------------1 ------------. -I 1---------------11---------------1 I--------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.25 0.20 0.15 0.15 0.24 0.04 0.17 0.17 0.16 0.25 0.41 Crit Moves: Green/Cycle, Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.09 0.25 0.47 1.00 54.4 71.2 1.00 1.00 54.4 71.2 D E 3 23 0.47 0.42 21. 0 1.00 21. 0 C 8 0.15 0.31 1.00 0.47 90.5 33.5 1.00 1.00 90.5 33.5 F C 15 8 0.37 0.66 34.3 1.00 34.3 C 13 0.06 0.24 0.61 0.72 60.6 44.0 1.00 1.00 60.6 44.0 E D 3 12 0.24 0. 72 44.0 1.00 44.0 D 12 0.23 0.41 0.72 0.61 46 .. 1 28.3 1. 00 1. 00 46.1 28.3 D C 1°1 14 **** 0.41 1.00 62.5 1.00 62.5 E 31 ******************************************************************************** Note, Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:48 2010 AM+ project Filename: 2010AM-1.0UT Wed Jul 18, 2007 13:48:07 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour Level Of Service Computation Report Page 17 Page 14-1 2000 HCM Operations ·Method ·(Future Volume Alternative) *********~*******************·*************************************************** Intersection #110 Palomar Airport ·Road/ El Fuerte ******************************************************************************** Cycle (sec): Loss Time (sec) Optimal Cycle: 120 16 (Y+R=4.0 sec) 180 Critical Vol. /Cap. (X) : Average Delay (sec/veh): Level Of Service: 1.110 92 .2 F ******************************************************************************** Street Name: .El Fuerte Palomar Airport Road Approach: North Bound South Bound East Bound West Bound Movement: L T. R L T R L T R L T R ------------1--------0 ------I 1---------------11---------------11---------------1 Control: Protected Protected Protect_ed Protected Rights: Include Include Include Include Min. ·Green: 7 10 10 7 10 .10 7 10· 10 7 10 10 Lanes: 2 o 1 1 O 2 o 1 1 o 2 0 3 O 1 2 o 2 1 0 ------------1---------------11---------------11--------~------I 1---------------1 Volume Module: Base Vol: 348 123 69 92 6 63 590 1207 21 70 2704 372 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 348 123 69 92 6 63 590 1207 21 70 2704 372 Added Vol: 0 0 0 0 0 0 0 9 0 0 10 0 PasserByVol: o O o O O O O O O O O O Initial Fut: 348 123 69 92 6 (iJ 590 1216 21. 70 271"4 '372 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0,95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 366 129 73 97 6 66 621 1280 22 74 2857 392 Reduct Vol : O O O O O O O O O O O O Reduced Vol: 366 129 73 97 6 66 621 1280 22 74 2857 392 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 L_00 1..00 1.00 1.00_ 1.00 f.oo 1.00 1.00 Final Vol.: 366 129 73 97. 6 66 621 1280 22 7·4 2857 · 392 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.90 0.90 0.92 0.82 0.82 0.92 0.91 0.85 0.92 0.89 0.89 Lanes: 2.00 1.28 0.72 2.00 1.00 1.00 2.00 3.00 1.00 2.00 2.64 0.36 Final Sat.: 3502 2188 1227 3502 1558 1558 3502 5187 1615 3502 4480 614 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Moduie: , Vol/Sat: 0.10 0.06 0.06 0.03 0.00 0.04 Ocl8 0.25 0.01 0.02 0.64 0.64 Crit Moves: **** Green/Cycle: 0.09 0.10 Volume/Cap: 1.17 0.58 Delay/Veh: 161.5 54.0 User DelAdj: 1.00 1.00 AdjDel/Veh: 161.5 54.0 LOS by Move: F D HCM2kAvgQ: 13 5 0.10 0.58 54.0 1.00 54.0 D 5 0.07 0.08 0.39 0.05 54.3 50.6 1. 00 1. 00 54.3 50.6 D D 2 0 0.08 0.15 0.56 0.51 1.17 0.44 55.8 147.8 15.4· 1.00 1.00 1.00 55.8 147.8 15.4 E 3 F 21 B 10 0.56 0.02 11. 7 1.00 11. 7 B 0 0 .13 0. 54 0.16 1'.17 0.54 1.17 46.3 110. 109.9 1.00 1.00 1.00 46.3 110 109.9 D F F 1 67 67 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE' ::•, 07f.ill2007 13:48 2010 AM+ project Filename, 2010AM-1.0UT Wed Jul 18, 2007 13:48:07 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour Level Of Service Computation Report Page 18 Page 15-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #·111 Palomar Airport Road / .Melrose Drive ********************************************~********·*************************** Cycle (sec): 120 Critical Vol./Cap. (X): Loss' Time (sec) : 16 (Y+R=4.0 sec) 180 Average Delay (sec/veh): 1. 002 55.2 E Optimal Cycle: Level Of Service: ********************************************************************************· Street Name: Melrose Drive Palomar Airport· Road Approach: North Bourid South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11--------~------I 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 0 4 0 1 2 0 3 0 1 2 0 3 0 , 1 2 0 3 0 1 ------------1---------------11---------------1l--~----:-------11---------------1 Volume Module: · Base Vol: 498 1032 426 141 281 300 400 1033 105 ·264 1977 222 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 498 1032 426 141 281 300 400 1033 105 264 1977 222 Added Vol: 0 0 0 0 0 0 0 9 0 0 10 0 PasserByVol: O o o o o o o o o O o o Initial Fut: 498 1032 426 141 281 300 400 1042 105· 264 1987· 222 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95' 0.95 0.95 0.95 0.95 PHF Volume: 524 1086 448 148 296 316 421 1097 111 278 2092 234 Reduct Vol: O 0 0 0 0 o 0 O 0 0 0 0 .Reduced Vol: 524 1086 448 148 296 316 421 1097 111 278 2092 234 PCE Adj: 1.00·1.oo 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.rio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Firiil Vol.: 524 1086 448 148 ~96 316 . 421 1097 .111 278 2092 234 ------------1---------------11---------------1l-------~-------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 4.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3502 6916 1615 3502 5187 1615 3502 5187 1615 3502 5187 1615 · -----------1--------------/ 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: · 0:15 0.16 0.20 0.04 0.06 0.20 0.12 0.21 0.07 o.oa 0.40 0.14 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: **** 0.15 0.28 1.00 0.55 91.0 36.8 1.00 1.00 91.0 36.8 F D 15 10 o.~a 0.98 78.0 1.00 78.0 E 22 0.06 0.20 0.71 0.29 66.i 41.4 1.00 1.00 66.1 41.4 E ff 4 3 0.20 1.00 99.6 1.00 99.6 F 17 0.12 0.38 1.00 0.56 97.3 29.6 1.00 1.00 97.3 29.6 F C 12 12 0.38 0.18 24.9 1.00 24.9 C 3 0.14 0.40 0.56 1.00 49.3 56.1 1.00 1.00 49.3 56.1 D E 6 35 0.40 0.36 25.4 1.00 25.4 C 6 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c)· 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/.J&L.2007 13:48 2010 AM+ project Filename: 2010AM-1.0UT Wed Jul 18, 2007 13:48:07 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour Level Of Service Computation Report Pa9.e 19 Page 16-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #112 Carlsbad Blvd. / Island Way. ******************************************************************************** Cycle (sec): 1D0 Critical Vol./Cap. (X): Loss Time (sec): 12 (Y+R=4.0 sec) 39 Average Delay (sec/veh): 0.350 8.0 A Optimal Cycle: Level Of Service: Street Name: Carlsbad Blvd. Island Way Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 0 394 15 36 968 0 0 0 0 16 0 20 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 394 15 36 968 0 0 0 0 16 0 20 Added Vol: 0 24 0 0 44 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 o 0 o o o o o o Initial Fut: 0 418 15 36 1012 0 0 0 0 16 0 20 User Adj: 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0_.95 0.95 0.95 0.95 0.95 0.95 _0.95 0.95 0.95 0.95 PHF Volume: 0 440 16 38 1065 0 0 0 0 17 0 21 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 440 16 38 1065 0 0 0 0 17 0 21 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 440 16 38 1065 0 0 0 0 17 0 21 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 0.00 1.93 0.07 1.00 2.00 0.00 0.00 0.00 0.00 1.00 o.oo 1.00 Final Sat.: O 3468 124 1805 3610 o o o o 1805 o 1615 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.13 0.13 0.02 0.30 0.00 0.00 0.00 0.00 0.01 0.00 0.01 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: -HCM2kAvgQ: 0.00 0.50 0.00 0.25 o.o 14.2 1. 00 1. 00 0.0 14.2 A B 0 4 0.50 0.25 14.2 1.00 14 .2 B 4 0.28 0.78 0.08 0.38 26.7 3.5 1.00 1.00 26.7 3.5 C A 1 5 0.00 0.00 0.0 1.00 0.0 A 0 o.oo 0.00 0.00 0.00 0.0 0.0 1.00· 1.00 0.0 0.0 A A 0 0 0.00 0.00 0. 0 1.00 0.0 A 0 0.10 0.00 0.09 0.00 41.1 0.0 1.00 1.00 41.1 0.0 D A 1 0 0.10 0.13 41. 4 1.00 41. 4 D 1 **********·********************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/.J&L.2007 13:48 2010 AM+ project Filename: 2010AM-1.0UT Wed Jul 18, 2007 13:48:07 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour Level Of Service Computation Report Pa9.e 20 Page 17-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #113 Carlsbad Blvd/ Breakwater Rd. ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 12 (Y+R=4.0 sec) 39 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.333 12.7 B ·······~·····························••***************************************** Street Name: Carlsbad Blvd Breakwater Rd. Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Permitted Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 1 1 0 1 0 2 0 0 0 0 0 0 o 1 o o o 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: Growth Adj: Initial Bse, Added Vol: PasserByVol: Initial Fut, User Adj: PHF Adj: PHF Volume: Reduct Vol: 0 368 1. 00 1. 00 0 368 0 24 0 0 o · 392 1. 00 1. 00 0.95 0.95 0 413 0 0 14 1.00 14 0 0 14 1.00 0.95 15 0 7 926 1.00 1. 00 7 926 0 44 0 0 7 970 1.00 1.00 0.95 0.95 7 1021 0 0 0 1.00 0 0 0 0 1.00 0.95 0 0 0 0 1.00 1.00 0 0 0 O 0 0 0 0 1.00 1.00 0.95 0.95 0 0 0 0 0 1.00 0 0 0 0 1.00 0.95 0 0 25 o· 1. 00 1. 00 25 0 0 0 0 0 25 0 1.00 1. 00 0.95 0.95 26 0 0 0 15 1.00 15 0 0 15 1.00 0.95 16 0 Reduced Vol: O 413 15 7 1021 o o o o 26 o 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 413 15 7 1021 0 0 0 0 26 0 16 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 1.00 1.93 0.07 1.00 2.00 0.00 0.00 0.00 o.oo 1.00 0.00 1.00 Final Sat.: 1900 3468 124 1805 3610 O O o o 1805 o 1615 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.12 0.12 0.00 0.28 0.00 0.00 0.00 0.00 0.01 0.00 0.01 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.00 0.25 o.oo 0.47 0.0 31.9 1.00 1.00 o.o 31.9 A C 0 6 0.25 0.47 31.9 1.00 31. 9 C 6 0.53 0.78 0.01 0.36 11.3 3 .5 1.00 1. 00 11.3 3 .5 B A 0 5 0.00 0.00 0.0 1.00 0.0 A 0 o.oo 0.00 0.00 0.00 0.0 0.0 1.00 1.00 0.0 0.0 A A 0 0 0.00 0.00 0. 0 1.00 0. 0 A 0 0.10 0.00 0.15 o.oo 41.5 0.0 1. 00 1. 00 41.5 0.0 D A 1 0 0.10 0.10 41.2 1.00 41.2 D 1 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 {c} 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:48 2010 AM+ project Filename: 2010AM-l.OUT Wed Jul 18, 2007 13:48:07 Ponto Vision Plan 2010 + ·Project Conditions AM Peak Hour· Pa.9:e 21 Page 18-1 ----------------~--------------------------~--------------------------~--------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #114 Carlsbad Blvd. / Poinsettia Lane ******************************************************************************** Cycle (sec): Loss· Time -{sec): Optimal Cycle: 100 16 (Y+R=4.0 sec) 66 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service: 0.676 34.9 C •i••~**************************************~************************************ Street Name: Carlsbad Blvd. Poinsettia Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R . L T R L T R -~----------1---------------11---------:-----11---------------11------------~--1 . Control: Protected Protected Protected Protected · Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 o 2 o 1 2 0 2 o 1 1 0 1 0 1 1 0 0 0 1 ------------1----------0 ----I 1---------------11------------c--l 1---------------1 Volume Module: Base Vol: 1 866 112 116 826 21 12 16 10 273 0 91 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 866 112 116 826 ·21 12 16 10 273 0 91 Added Vol: 0 24 184 0 44 0 0 0 0 180 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: l· 890" 296 116. 870 21 12 16 10 45'3 0 91 User Adj: 1. 00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00· 1.00 1. 00 1. 00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 o .. 95 0.95 0.95 0.95 PHF Volume: 1 937 312 122 916 22 13 17 11 47.7 0 96 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 937 312 122 916 22 13. . 17 11 ·477 0 96 PCE Adj: 1.00 1.00 1.00 1.00 1.00 l'.00 1.00 1.00 · 1.00 1.00 1.00 1.00 MLF Adj: 1_._00 1.00 1.00 1.00 1.00 1.00 1.00 ·l.00 1.00 1.00 1.00 1.00 Final Vol.: 1 937 312 122 916 22 13 17 11 477 0 96 ------------1---~-----------I 1---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.92 0.95 0.85 0.95 1.00 0.85 0.95 1.00 0.85 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00. 1.00 0.00 1.00 ,Final Sat. : 1805 3610 1615 3502 3610 1615 1805 1900 1615 1805 0 1615 ----------c-1------------"--I 1---------------11---------------11---------------1 Capacity-Analysis Module: Vol/Sat: 0.00 0.26 0.19 0.03 0.25 0.01 o._01 0.01 0.01 0.26 0.00 0.06 Crit Moves: **** **** **** 0.09 0.33 0.33 0.01 0.78 0.58 Green/Cycle: , Volume/Cap: 0.07 0.32 0.32 0.18 0.10 0.10 0.34 0.00 0.16 0.50 0.81 0.04 0.04 0.09 0.07 0.78 0.00 0.38 Delay/Veh: 41.7 33.5 29.3 46.4 35.7 23.8 33.941.1 40.9 36.3 0.0 38.7 User DelAdj: 1. 00 1. 00 1.00 1.00 1.00 l.00 1.00 1.00 l.00 1.00 1.00 1.00 AdjDel/Veh: 41.7 33.5 29.3 46.4 35.7 23.8 33.9 41.1 40.9 36.3 0. 0 38.7 LOS by Move: D C C D D C C D D D A D HCM2kAvgQ: 0 15 8 3 16 0 0 1 0 15 0 3 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traff ix 7. 8. 0715 (c) 2006 Dowling Asso2:-Licensed to RBF CONSULTING, IRVINE I I I I I I I I I I I I I I ·1 I I I I I 07/18/2007 13:48 Filename: 2010AM-l.OUT Pa.9:e 22 2010 AM+ project Wed JuL 18, 2007 13,48:07 Page 19-1 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour Level Of Service Computation Report 2000 HCM Operations Me.thod (Future·Volume Alternative) ***********************************~******************************************** Intersection #115 Avenida Encinas/ Poinsettia Lane ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): Loss Time ( seic) : 12 (Y+R=4:o sec) 50 Average Delay (sec/veh): 0.623 34.7 C Optimal Cycle:· Level Of Service: ***************************************~****************************~*~·****·***** Street Name: Avenida Encinas Poinsettia Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1--------"------I 1---------------11---------------11---------------1 Control: Protected_ Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 i' · 10 10 7 10 10 i 10 10 Lanes: 1 0 1 0 1 1 .o 1 0 1 1 0 2 1 0 2 0 2 0 1 ------------1---------.-----11---------------1l----~----------11--------------1 Volume Module: Base Vol: Growth Adj: Initial Bse: Added Vol: PasserByVol: Initial Fut: User Adj, PHF Adj: PHF Volume: Reduct Vol: 43 1.00 43 2 0 85 1.00 85 3 0 45 88 1.00 1.00 0.95 0.95 47 93 0 0 424 1.00 424 52 0 476 1.00 0.95 501 0 123 62 1.00 1.00 123 62 0 3 0 0 123 65. 1.00 1.00 0.95 0.95 129 68 0 0 33 1.00 33 0 0 33 1.00 0.95 35 0 45 1.00 45 0 0 113 1.00 113 182 0 45 295 1.00 1.00 0.95 0.95 47 311 0 0 38 1.00 38 2 0 40 1.00 0.95 42 · 0 292 263 1.00 1.00 292 263 53 0 178 0 345 441' 1.00 1.00 0.95 0.95 363 464 0 0 215 1.00 215 0 0 215- 1. 00 0.95 226 0 ·Reduced Vol: 47 93 501 129 68 35 47 311 42 363 464 226 PCE Adj: 1.00· 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 · 1.00 1.00 1.00 .Fi~al Vol.,· 47 93 501· 129 68 35 47-·311 42 363 464 ·22~ ------------1--------------~I 1---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.95 1.00 0.85 0.95 0.89 0.89 0.92 0.95 0.85 Lanes: 1.00 1.00 1.00 .1.00 1.00 1.00 1.00 2.64 0.36 2.00 2.00 1.00 Final Sat.: 1805 1900 1615 1805 1900 1615 1805 4485 608 3502 3610 1615 -----------1----.----------11---------------11-------~------11--------------~1 Capacity Analysis Module: Vol/Sat: 0:03 0.05 0.31 0.07 0.04 0.02 0.03 0.07 0.07 0.10 0.13 0.14 Crit Moves: Green/Cycle: 0.24 Volume/Cap: .0.11 Delay/Veh: 29.5 User DelAdj: 1.00 AdjDel/Veh: 29.5 LOS by Move: C HCM2kAvgQ: 1 0.48 0.10 14.2 1.00 14.2 B 2 0.48 0.64 21.4 1.00 21. 4 C 12 0.11 0.35 0.64 0.10 49.6 22.1 1.00 1.00 49.6 22.1 D C 5 1 0.35 0.06 21. 7 1.00 21. 7 C 1 **** 0.07 0.14 0.37 0.49 46.3 40.2 1. 00 1. 00 46.3 40.2 D D 2 4 0.14 0.49 40.2 1.00 40.2 D 4 0.15 0.22 0.71 0.59 45.2 36.4 1.00 1.00 45.2 36.4 D D 7 7 0.22· 0.64 39.7 1.00 39.7 D 7 ******************************************************************************** Note: Queue reported +s the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:48 2010 AM+ project Filename: 2010AM~1.0UT Wed Jul 18, 2007 13:48:07 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour Level Of Service Computation Report Pa_s:e 23 Page 20-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #116 I-5 SB Ramps/ Poinsettia Lane ******************************************************************************** Cycle (sec), Loss Time (sec), Optimal Cycle, 100 12 (Y+R=4.0 sec) 70 Critical Vol./Cap. (X), Average Delay (sec/veh): Level Of Service, 0.766 30.8 C ******************************************************************************** Street Name: I-5 SB Ramps Poinsettia Lane Approach: North Bound South Bound East Bound West Bound Movement, L T R L T R L T R L T R ------------1---------------1 l------------0 --I 1---------------11---------------1 ·control, Rights, Min. Green: Lanes, Protected Permitted Protected Protected Include Include Include Include 7 10 10 7 10 10 7 10 10 7 10 10 0 0 0 0 0 1 1 0 0 1 0 0 2 0 1 2 0 2 0 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol, Growth Adj: Initial Bse, Added Vol, PasserByVol: Initial Fut, User Adj: PHF Adj: PHF Volume, Reduct Vol, 0 0 1.00 1.00 0 0 0 0 0 0 0 0 1.·00 1. 00 0.95 0.95 0 0 0 0 0 1.00 0 0 0 0 1.00 0.95 0 0 203 4 1.00 1.00 203 4 0 0 0 0 .203 4 1.00 1.00 0.95 0.95 214 4 0 .0 340 1.00 340 150 0 490- 1. 00 0.95 516 0 0 492 1. 00 1..00 0 492 0 223 0 0 0 715- 1. 00 1. 00 0.95 0.95 0 753 0 0 277 1.00 277 12 0 289 1.00 0.95 304 0 485 839 1.00 1.00 485 839 0 81 0 0 485 920 1. 00 1. 00 0.95 0.95 511 968 0 · 0 0 1.00 0 0 0 0 1.00 0.95 0 0 Reduced Vol: o 0 o 214 4 516 0 753 304 511 968 0 PCE Adj, 1.00 1.00 ·1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.oo 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: o o o 214 4 516 o 753 1o4 511 968 o ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 1.00 1.00 1.00 0.96 0.96 0.85 1.00 0.95 0.85 0.92 0.95 1.00 Lanes, 0.00 0.00 0.00 1.96 0.04 1.00 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3563 70 1615 0 3610 1615 3502 3610 0 ~-----------1---------------11---------------11---------------1 l--~------------1 .Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.06 0.06 0.32 0.00 0.21 0.19 0.15 0.27 0.00 Crit Moves, Green/Cycle: Volume/Cap: Delay/Veh, User DelAdj: AdjDel/Veh, LOS by Move, HCM2kAvgQ, o.oo 0.00 0.00 o.oo 0.0 o.o 1.00 1.00 0.0 o.o A A 0 0 0.00 0.00 0.0 1.00 o.o A 0 0.42 0.42 0 .14 0 .14 18.1 18.1 1. 00 1. 00 18.1 18.l B B 2 2 0.42 0. 77 30.2 1.00 30.2 C 15 **** 0.00 0.27 0.00 0.77 0. 0 3 7 .·1 1. 00 1. 00 0.0 37.1 A D 0 13 0.27 0.69 37.3 1.00 37.3 D 10 **** 0.19 0.46 0.77 0.58 43.6 20.2 1.00 1.00 43.6 20.2 D C 10 12 0.00 o.oo 0. 0 1.00 0.0 A o· ******************************************************************************** Note, Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/.l.§_/2007 13:48 Filename: 2010AM-1.0UT .Pa_s:e 24 2010 AM+ project Wed Jul 18, 2007 13,48,07 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Page 21-1 ******************~************************************************************* Intersection #117 I-5 NB Ramps/ Poinsettia Lane ******************************************************************************** Cycle (sec) , Loss Time (sec), Optimal Cycle, 100 12 (Y+R=4.0 sec) 99 Critical Vol./Cap. (X), Average Delay (sec/veh), Level Of Service: 0.875 37.0 D ******************************************************************************** I-5 NB Ramps Poinsettia Lane •Street Name, Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R .L T R L T R ------------1---------------11---------------11---------------11---------------1 Control, Permitted Protected Protected Protected · Rights, Include Include Include Include Min. Green, o 0 o o 0 o 0 0 o o 0 0 Lanes, o 1 o o 2 o o o o O -1 o 2 O O o o 3 o 1 ------------1---------------11-----------c---l l---------0 -----I 1---------------1 Volume Module, Base Vol: 220 6 901 o O 0-200 585 o O 1056 35~ Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 220 6 901 0 0 0 200 585 0 0 1056 353 Added Vol:· 6 0 0 0 0 0 154 69 0 0 75 0 PasserByVol: o o o o o o o o · o o O O Initial Fut: 226 6 901 0 0 o 354 654 0 0 1131 353 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj, 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 238 6 948 0 0 0 373 688 0 0 1191 372 Reduct Vol : 0 0 o 0 0 o 0 0 0 0 0 0 Reduced Vol, 238 6 948 0 0 0 373 688 0 0 1191 372 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fina·l ·vol.: 238 6 948 o o o 373 688 o o 1191 372 ------------1---------------11---------------11---------------11---------------1 Saturation Flow·Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 0.97 0.97 0.75 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.91 0.85 Lanes, 0.97 0\03 2.00 0.00 0.00 o.oo 1.00 2.00 0.00 0.00 3.00 1.00 Pinal Sat.: 1795 48 2842 0 0 0 1805 3610 o 0 5187 1615 ------------1---------~-----I 1----------~----I 1---------------11---------------1 Capacity Analysis Module: Vol/Sat, 0.13 0.13 0.33 0.00 0.00 0.00 0.21 0.19 0.00 0.00 0.23 0.23 Crit Moves, Green/Cycle: Volume/Cap: Delay/Veh, User DelAdj, AdjDel/Veh, LOS by Move: HCM2kAvgQ, 0.38 0.38 0.35 0.35 22.3 22.3 1. 00 1. 00 22.3 22.3 C C 5 5 **** 0.38 0.87 36.8 1.00 36.8 D 19 o.oo 0.00 0.00 o.oo 0. 0 0. 0 1.00 1.00 0.0 0.0 A A 0 0 0.00 0.00 0. 0 1.00 o·. o A 0 0.24 0.50 0.87 0.38 54.7 15.7 1. 00 1. 00 54.7 15.7 D B 14 7 o.oo o.oo 0.0 1.00 0.0 A 0 o.oo 0.26 0.00 0.87 0.0 41.9 1. 00 1. 00 o.o 41.9 A D 0 16 0.26 0.88 53.6 1.00 53.6 D 14 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07 /18/20(22 13: 48 2010 AM+ project Filename: 2010AM-1.OUT Wed Jul 18, 2007 13:48:08 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour ------------------------- Level Of Service Computation Report Pa.9.e 25 Page 22-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #118 Paseo Del Norte/ Poinsettia Lane **************************************************~***************************** Cycle (sec): Loss Time (sec): Optimal Cycle: · 100 .'12 (Y+R=4. O sec) 66 ·Critical Vol./Cap. (X): Average Delay (sec/veh): Level-Of Service: 0.741 28.9 C ********************~********************************************************~** Street Name: Paseo Del Norte Poinsettia Lane Approach: North Bound South.Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1-----"---------I 1---------------11---------------11---------------1 Cpntrol: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 o o 1 o 1 0 0 1 0 2 O 2 0 1 1 ·o 1 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 48 17 25 56 3 320 429 884 21 4 886 61 Growth Adj: 1.00 1.00 1.00 1.00 1.00 ·1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 48 17 25 56 3 320 429 884 21 4 886 61 Added Vol: 0 0 O 0 0 2 0 18 50 0 0 55 0 PasserByVol: o o o o o o o o o o 0 o Initial Fut: 48 17 25 56 3 340 447 _934. 21-.4 941 61 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 l.·0O 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 51 18 26 59 3 358 471 983 22 4 991 64 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 O 0 Reduced Vol: Si 18 26 59 3 358 471 983 22 4 991 64 PCE Adj: 1.00 1.00 1.00 1.00 1.00• 1.00 1.00 1.00. 1.00 1.00 1.00 1.00 MLF Adj:. 1.00 1.00 1 _ _.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol:, 51 18 26 59 3 3.58 471 983 22 4 991 64 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: -Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.30 0.91 0.91 0.73 0.85 0.85 0.92 0.95 0.85 0.95 0.94 0.94 Lanes: 1.00 0.40 0.60 1.00 0.01 0.99 2.00 2.00 1.00 1.00 1.88 ·0.12 Final Sat.: 568 701 1030 1391 14 1603 3502 3610 1615 1805 3360 218 -----------~1---------------I l----c------0 ---I 1-------------~-I 1---------------1 Capacity Analysis Module: Vol/Sat: 0.09 0.03 0.03 0.04 0.22 0.22 0.13 0.27 0.01 0.00 0.29 0.29 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh, User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.30 0.30 0.30 0.08 27.8 25.1 1.00 1.00 27.8 25.1 C C 1 1 0.30 0.08 25.1 1.00 25.1 C 1 **** 0.30 0.30 0.14 0.74 25.7 37.5 1.00 1.00 25.7 37.5 C D 1 12 0.30 0.74 37.5 1.00 37.5 D 12 0.18 0.46 0.46 0.74 0.59 0.03 43.4 20.6 14.8 1.00 1.00 ·1.00 43.4 20.6 D C 9 .12 14. 8 B 0 0.12 0.40 0.02 0.74 39.0 27.9 1.00 1.00 39.0 27.9 D C 0 16 0.40 0. 74· 27.9 1.00 27.9 C 16 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/..l§j_2007 13:48 Filename: 2010AM-1.OUT Pa.9..e 26 2010 AM+ project Wed Jul 18, 2007 13:48:08 Page 23-1 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #119 Paseo Del Norte/ Camino de las Ondas ******************************************************************************** Cycle (sec): 100 Criti~al Vol./Cap. (X): Loss Time (sec): 16 (Y+R=4.0 sec) 60 Average Delay (sec/veh): 0.629 30.9 C Optimal Cycle: Level Of Service: ******************************************************************************** Street Name: ·paseo Del Norte Camino de las Ondas Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------1l---~-----------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 , 7 10 10 7 10 10 7 10 10 Lanes: 1 0 0 1 0 1 0 6 1 0 1 0 0 1 0 1 0 0 1 0 ------------1---------------11---------------11---------~-----I 1---------------1 Volume Module: Base Vol: 11 330· 197 63 232 7 20 13 29 228 6 96 Growth Adj: 1.00 1.00 1.00 ·1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 11 330 197 63 232 7 20 13 29 228 6 96 Added Vol: 0 0 18 0 0 0 0 0 0 20 0 0 PasserByVol: 0 0 o 0 O 0 0 0 0 O 0 0 Initial Fut: H 330 215 63 232 7 20 13 29 248 6 96 User Adj: 1.00 1.00 1.00 1.00 1.00 i.oo 1.00· 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 12 347 226 66 244 7 21 14 31 261 6 101 Reduct Vol: o o o o o o· o o o o o o Reduced Vol: 12 347 226 66 244 7 21 14 31 261 · 6 101 PCE Adj: 1.00 1.00 .1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 °1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 12 347 226 66 244 . 7 21 14 ·31 2°61 6 IOI ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.94 0.94 0.95 1.00 1.00 0.95 0.90 0.90 0.95 0.86 0.86 Lanes: 1.00 0.61 0.39 1.00 0.97 0.03 1.00 0.31 0.69 1.00 0.06 0.94 Final Sat.: 1805 1083 705 1805 1837 55 1805 528 1177 1805 96 1536 0 -----------1---------------11---------------11---------------11---------------1 Capacity Analysis ·Module: Vol/Sat: 0.01 0.32 0.32 0.04 0.13 0.13 0.01 0.03 0.03 0.14 0.07 0.07 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh, User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.18 0.46 0.03 0.69 33.6 23.9 1.Q0 1.00 33.6 23.9 c C 0 15 0.46 0.69 23.9 1.00 23.9 C 15 0.07 0.35 0.52 0.38 48.9 24.9 1.00 1.00 48.9 24.9 D C 3 6 0.35 0.38 24.9 1.00 24.9 C 6 0.13 0.10 0.09 0.26 38.7 1.00 38.7 D 1 42.4 1.00 42.4 ·D 1 0.10 0.26 42.4 1.00 42.4 D 1 0.21 0.18 0.69 0.36 42.2 36.6 1.00 1.00 42.2 36.6 D D 9 3 0.18 0.36 36.6 1.00 36.6 D 3 **********************************************************~********************* Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:48 Filename: 2010AM-l.OUT Pa9.e 27 2010 AM+ project Wed Jul 18, 2007 13:48:08 Page 24-1 ---------------. -----------·---------------------~------------------------------- Ponto Vision Plan 2010 + Project Conditions AM Peak Hour Level Of 'Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #120 Batiquitos Dr. / Poinsettia Lane ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): Loss Time (sec): 12 (Y+R=4.0 sect 46 Average Delay (sec/veh) Level Of Service: 0.572 23.0 C Optimal Cycle: ******************************************************************************** Street Name: Approach: Batiquitos Dr. Poinsettia Lane North Bour{d South Bound East Bound. West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11--------:------11---------~-----I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 O 1 o 1 1 o 1 o 1 1 O 1 1 o 1 O 1 1 o ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 188 25 48 18 15 98 42 887 153 9 533 15 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ial Bse: 188 25 48 18 15 98 42 887 153 9 533 15 25 0 0 0 0 0 0 0 so O O 55 0 0 1: 0 0 0 0 0 0 0 0 0 0 0 0 0 25 48 1 Fut: 188 25 48 l"8 15 98 42 937 153 9· 588, 15 1.00 1.00 0.95 0.95 j: 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00· 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0'.95 0.95 0.95 0.95 0.95 lume: 198 26 51 19 16 103 44 986 161 9 619 16 26 Reduct Vol : O O O O O O O O O O O O Reduced Vol: 198 26 51 19 16 103 44 986 161 9 619 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.0·0 1.00 1.00 1.00 LOO 1.00 1.00 1.00 Final Vol.: 198 26 51 19 16 103 44 986 161 9 619 16 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.95 1.00 0.85 0.95 0.93 0.93 0.95 0.95 0.95 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.72 0.28 1.00 1.95 0.05 Final Sat.: 1805 .1900 1615 1805 1900 1615 1805 3038 496 1805 3506 89 --~---------l~---~----------11--------------0 11---------------11---------------·I Capacity Analysis Module: Vol/Sat: 0.11 0.01 0.03' ·0.01 0.01 0.06 0.02 0.32 0.32 0.01 0.18 0.18 Crit Moves: **** **** **** **** .Green/Cycle: 0.18 0.17 0.17 0.12 0.10 0.10 0.17 0.53 O·. 53 0.07 0.43 0.43 Volume/Cap: 0.62 0.08 0.19 0.09 0.08 0.62 0.14 0.62 0.62 0.07 0.41 0.41 Delay/Veh: 41.5 35.4 36.2 39.7 40.7 49.6 35.5 17.1 17.1 43.7 20.0 20.0 User DelAdj : 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.5 35.4 36.2 39.7 40.7 49.6 35.5 17.1 17.1 43.7 20.0 20.0 LOS by Move: D D D D D D D B B D C C HCM2kAvgQ: 7 1 1 1 0 4 1 13 13 0 7 7 ******************************************************************-************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:48 Filename: 2010AM-l.OUT Pa9.e 28 2010 AM+ project Wed Jul 18, 2007 13:48:08 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Page 25-1 ******************************************************************************** Intersection #121 Aviara Parkway/ Poinsettia Lane ************************************************************·******************** Cycle (sec):· Loss Time (sec): Optimal cycle, 100 12 (Y+R=4.0 sec) 46 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.498 30.1 C ******************************************************************************** Street Name: Aviara'Parkway Poinsettia Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Ovl Include· Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 O 1 1 O 1 o 1 1 O 2 O 1 o i 1 O i 1 O ------------1----~----------I 1---------------11---------------11:--------------1 Volume Module: Base Vol: 309 380 20 76 121 76 501 333 231 10 266 99 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 309 380 20 76 121 76 501 333 231 10 266 99 Added Vol: 5 0 0 0 0 O O 46 5 0 50 0 PasserByVol: o O O O o O O o O O · O o Initial Fut: 314 380 20 7'6 121· 76· 501 379 236 10 316 99 user Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 .PHF Volume: 331 400. 21 80 127 80 527 399 248 11 333 104 Reduct Vol: o o O o o O O o o o O o Reduced Vol: 331 400 21 80 127 80 527 399 248 11 333 104. PCE Adj: 1.00 1.00 1.00 1.00 1.00. 1.00 l.'00 l..oo· 1.00 1.00 1:00 1.00 MLF Adj,· 1.00 1.00 1.00 -1.00 1.00 1.00 1.00 1.00 1.00 l.·OO 1.00 1.00 Final ~ol.: 331. 400 ~l ~o ·127 80 527 399 248 11 333 104 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.94 0.94 0.95 0.89 0.89 0.92 1.00 0.75 0.95 0.92 0.92 Lanes: 2.00 1.90 0.10 1.00 1.23 0.77 2.00 1.00 2.00 1.00 1.52 0.48 Final Sa~.: 3502 ~405 179 1805 2089 1312 3502 1900 2842 1805 2650 830 ------------1---------------1~---------------I 1--------------11------------~--I Capacity Analysis Module:· Vol/Sat: 0.09 0.12 0.12 0.04 0.06 0.06 0.15 0.21 0.09 0.01 0.13 0.13 ·.crit Moves: **** **** **** **** Green/Cycle: 0.16 0.24 0.24 0.09 0.17 0.17 0.30 0.42 0.57 0.14 o .. 2s 0.25 Volume/Cap: 0.60 a.so a.so a.so o.36 0.36 a.so ·o.so 0.15 o.04 a.so 0.50 Delay/Veh, 41.0 33.5 33.5 · 45.8 37.3 37.3 29.0 22.1 10.0 37.4 32.4 32.4 User DelAdj: 1.00 1.00 1.00 LOO 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 AdjDel/Veh: 41.0 33.5 33.5 45.8 37.3 37.3 2·9. 0 22 .1 10.0 37.4 32_.4 32.4 LOS by Move: D C C D D D C C A D C C HCM2kAvgQ: 6 6 6 3 3 3 7 9 2 0 6 6 ***********·****************************************~*********************~****** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:48 Filename: 2010AM-l.OUT Page 29 2010 AM+ project Wed Jul 18, 2007 13:48:08 Page 26-1 Ponto Vision Plan 2010·+ Project Conditions AM Peak Hour ------------------ Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #122 El Camino Real/ Cassia ******************************************************************************** Cycle (sec): 120 Critical Vol./Cap. (X): Loss Time (sec): 12 (Y+R=4.0 sec) 42 Average Delay (sec/veh): 0.512 22.4 C Optimal Cycle: Level Of Service: ***********************************************************************~******** Street Name: El Camfno Real Cassia Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include · Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 2 1 0 1 0 2 1 0. 1 0 0 1 0 0 0 l! 0 0 --------~---1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 62 1260 o o 1029 75 201 o· ~7 o o o Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 62 1268 0 0 1029 75 287 0 87 0 0 0 Added Vol: . 40 o o o o 10 9 o 37 o ·o o PasserByVol: · 0 0 o o 0 0 0 o o 0 0. 0 ·Initial Fut: 102 1268 o o 1029 85 296 0 124 o 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 107 1335 0 0 1083 89 312 0 131 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 107 1335 o o 1083 89 312 0 131 o o 0 PCE Adj: 1.00 1.00 1.00 1.00 1.0~ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 107 1335 0 0 1083 89 312 0 131 0 0 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane.:· 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.91 1.00 0.90 0.90 0.95 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 3.00 0.00 1.00 2.77 0.23 1.00 0.00 1.00 0.00 1.00 0.00· Final sat.: 1805 5187 a 1900 4739 391 1805 a 1615 a 1900 o ------------1---------------11=--------------11-:-------------1 l--~------------1 Capacity Analysis Module: Vol/Sat: 0.06 0.26 0.00 0.00 0.23 0.23 0.17 0.00 0.08 0.00 0.00 0.00 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.12 0.56 0.51 0.46 52.0 15.6 1. 00 1.00 52.0 15.6 D B 4 10 0.00 0.00 o.o 1.00 0.0 A 0 o.oo 0.45 o.oo 0.51 0.0 24.0 1. 00 1. 00 a.a 24.0 A C 0 11 0.45 0.51 24.0 1.00 24.0 C 11 0.34 0.00 0.51 0.00 32.6 0.0 1.00 1.00 32.6. 0.0 C A 9 0 0.34 0.24 28.9 1.00 28.9 C 3 0.00 0.00 o.oo 0.00 0. 0 0. 0· 1. 00 1. 00 0. 0 0. 0 A A a a 0.00 0.00 0. 0 1.00 a. a A 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:48 2010 AM+ project Filename: 2010AM-1.0UT Wed Jul 18, 2007 13:48:08 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Page 30 Page 27-1 ******************************************************************************** Intersection #123 El Camino Real/ Camino Vida Roble ***********~*******************************~************************************ Cycle (sec).: Loss Time (sec): Optimal Cycle: 120 12 (Y+R=4. o sec) 46 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.504 23.0 C *************w****************************************************************** Street Name: ·El Camino Real Camino Vida Roble Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 [---------------/ 1---------------11---------------1 Control: Protected Protected Permitted Protected Rights: Include Include Include .Include Min. Green: 7 10 10 7 10· 10 7 10 10 7 10 10 Lanes: 2 a 2 1 a . 1 a 2 1 a ~-o o 1 a 1 o a 1 o ------------1------~--------I l-------~-------11---------------11---------------1 Volume Module: .. Base Vol: 513 1632 o a 964 177 59 o 88 s s 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 513 1632 O O 964 177 59 O 88 5 5 10 Added vol: a 9 a o 10 a a o o o o a Pas serByVol : a a o a o o a o a a a a Initial Fut: 513 1641 a o 974 177 59 · o 88 s s 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 540 1727 o a 1025 186 62 o 93 s s 11 Reduct Vol, o a a o a o a o a a a o Reduced Vol: 540 1727 o a 1025 186 62 a. 93 s s 11 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 54o' 1727 o a 1025 186 62 a 93 s s 11 ------------1------------· --11---------------11---------------11---------------1 Saturation Flow Module: · Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.91 1.00 0.89 0.89 0.60 1.00 0.85 0.95 0.90 0.90 Lanes: 2.00 3.00 0.00 1.00 2.54 0.46 2.00 0.00 1.00 1.00 0.33 0.67 Final Sat.: 3502 5187 o 1900 4288 779 2271 a 1615 1805 570 1140 -----------1---------------1l------~--------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: ,0.15 0.33' 0.00 O.oo·0.24 0.24 0.03 0.00 0.06 0.00 0.01 0.01 Crit Moves: Green/Cycle: · I Volume/Cap: 0.29 0.73 0.54 0.45 36.5 6.4 1. 00 1. 00 36.5 6.4 0.00 0.00 O·. 0. 0.00 0.45 o.oo 0.54 0.45 0.54 24.4 1.00 24.4 0.11 0.00 0.26 0.00 a.as 1.18 0.06 0.17 0.05 0.06 53·.6 42.3 1.00 1.00 53.6 42.3 0.17 0.06 42.3 1.00 42.3 I Delay/Veh: I User DelAdj: I AdjDel/Vehi I · LOS by Move: I HCM2kAvgQ: D A 9 9 1.00 a. a A 0 o.o 1.00 o.o A a 24.4 1.00 24.4 C 12 C 12 49.7 a.a 213.3 1.00 1.00 1.00 49.7 o.o 213.3 D 1 A a F 7 D D D 0 i I *****-***************************************************i*********************** I I Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling·Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:48 2010 AM+ project Filename: 2010AM-l.OUT· Wed Jul 18, 2007 13:48:08 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour Level Of Service Computation Report Pa9.e 31 Page 28-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #124 Carlsbad Blvd/ Ponto Drive ******************************************************************************** Cycle· ( sec) : Loss Time (sec): Optimal .cycle: ioo 12 (Y+R=4.0 sec) 56 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.675 20.1 C ******************************************************************************** Street Name: Carlsbad Blvd Ponto Drive Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R ' L T R L T R ------------1----------~----I l----~----------11--:------------11---------------1 Control: Protected Protected· Protected Permitted Rights: Include Include Include · Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 o 1 1 o 1 O 2 o O O O o O O 1 O O O 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: o 330 9 o 1342 o O O o 20 O 82 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.'00 1.00 Initial Bs~, o 330 9 O 1342 O O O O 20 O 82 Added Vol: 0 66 0 143 81 0 0 0 0 0 0 141 Uturns: 58 0 0 0 0 0 0 0 0 0 0 0 Initial Fut, 58 396 9 143 1423 O O O O 20, O 223 User Adj: 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.po 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0:95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 61 417 9 151 1498 0 0 0 0 21 0 235 Reduct Vol : 0 o o o 0 o 0 0 o 0 0 0 Reduced Vol: 61 417 9 151 1498 o O O O 21 O 235 PCE Adj: 1.00 .1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 61 417 9 151 1498 0 0 0 0 21 0 235 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.85 1.00 ·0.85 Lanes, 1.00 1.96 0.04 1.00 2.00 o.oo o.oo o.o~ o.oo 1.00 ·o.oo 1,00 Final Sat.: 1805 3519 80 1805 3610 O .0 O .o 1621 O 1615 ------------1-------------~-1 /--~------------/ /~--------------/ 1--------~------I Capacity Analysis Module: Vol/Sat: 0.03 0 .. 12 0.12 0.08 0.41 0.00 0.00 0.00 0.00 0.01 0.00 0.15 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.05 0.39 0.68 0.30 65.l 21.2 1.00 1.00 65.1 21.2 E C 3 5 0.39 0.30 21.2 1.00 21.2 C 5 0.27 0.61 0.30 0.68 29.1 13.5 1.00 1.00 29.1 13 .5 C B 4 16 0 .. 00 0.00 o. o· 1.00 0.0 A 0 0.00 0.00 0.00 o.oo 0.0 o.o 1. 00 1. 00 0.0 o.o A A 0 0 o.oo 0.00 0.0 1.00 0.0 A 0 0.22 0.00 0.06 0.00 31.3 1.00 31. 3 C l 0. 0 1.00 o.o A '0 0.22 0.68 41. 2 1.00 41.2 D 8 ***************************************************~**************************** Note: Queue reported is the number of cars per lane. Traffix· 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07~2007 13:48 2010 AM+ project Filename: 2010AM-l.OUT Wed Jul 18, 2007 13:48:08 --------------------- Ponto Vision Plan 2010 + Project Conditioris AM,Peak Hour Level Of Service Computation Report Pa9.e 32 Page 29-1 2000 HCM Operations Method (Future Volume Alternative) ****************£************~**************~*********************************** Intersection #125 Carlsbad Blvd. / Beach Way ******************************************************************************** Cycle (sec): Leiss Time (sec) : Optimal Cycle: 100 10 (Y+R=4. o sec) 40 Critical Vol. /Cap. (X) : Average .Delay (sec/veh): Level Of Service: 0.562 11.6 B ******************************************************************************** Street Name: Carlsbad Blvd. Beach Way Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1--------~------I 1---------------11---------------11---------------1 Control: Protected Protected Split Phase Split Phase Rights: Include ·Include Include Include Min. Green: O O O· O O o O O o o o 0 Lanes: 1 o 1 1 o 1 o 2 o O o 1 o o 1 1 o o o 1 -----------1-------~-------I 1---·---------~-11---------------11-~-------------1· Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1:00 1.00 1.00 1.00 Initial Bse: o O o o O o o o O o o O Added Vol: 0 14 67 60 21 0 0 0 O 48 0 53 PasserByVol: 58 769 o o 1362 o 58 o o o o o Initial Fut: 58 783 67, 60 1383 O 58 0 0 48 0 53 · User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ·0.95 0.95 0.95 PHF Volume: 61 824 71 63 1456 0 6i O O 51 0 56 Reduct Vol : O O O O O o O O o O O O Reduced Vol: 61 824 71 63 1456 O 61 o o 51 o 56 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00, 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 l.UO 1.00 1.00 1.00 1.0~ 1.00 · 1.00 1.00 1.00 Finaf Vol. : 61 824 71 63 1456 o 61 O o 51 O 56 ---~----,---1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.94 0.94 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.85 Lanes: 1.00 1.84 0.16 •. 1.00 2.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Final Sat.: 1805 3286 281 ·1805 3610 o 1809 o 1900 1805 o 1615 ------------1---------------11---------------11------:--------11------------~--I Capacity Analysis Module: Vol/Sat: 0.03 0.25 0.25 0.03 0.40 0,00 0.03 0.00 o.oo 0.03 0.00 0.03 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: ·Los by Move: HC.M2kAvgQ: 0.06 0.68 0.56 52.2 1.00 52.2 D 3 0.37 6.8 1.00 6.8 A 6 0.68 0.37 .6 .8 1.00 6.8 A 6 0.10 0.37 43.7 1.00 43.7 D 2 0. 72 0.56 6. 9 1.00 6.9 A 11 0.00 0.00 0.0 1.00 o.o A 0 0.06 0.00 0.56 o.oo 52.2 o.o 1.00 1.00 52.2 0.0 D A 3 0 0.00 o.oo 0.0 1.00 0. 0 A 0 0.06 0.00 0.46 0.00 48.2 o.o l. 00 l. 00 48.2 0.0 D A 2 0 **** 0.06 0.56 52.7 1.00 52.7 D 3 ********************************************************************************· Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2~ 13:48 2010 AM+ project Filename: 2010AM-1.0UT Wed Jul 18, 2007 13:48:08 ------------------------- Ponto Vision Plan 2010 +·Project Conditions AM Peak Hour Level Of Service Computation Report Pa.9.e 33 Page 30-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #126 Carlsbad.Blvd. / Avenida Encinas ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: lOO 12 (Y+R=4.0 sec) 46 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.578 18.7 B *************************************'******************************************* Street Name: Carlsbad Blvd Avenida Encinas Approach: North Bound· South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11-----------"---I Control: Protected Protected Prot·ected Permitted Rights: Ovl Include r'nclude Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 0 0 2 0 l l O 2 0 0 0 0 0 0 0 l O l! 0 0 ----·--------1---------------11---------------11---------------11---------------1 Volume Module: . Base Vol: 0 753 250 25 1147 0 0 0 0 209 0 16 Growth Adj: 1.00·1.oo 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 753 250 25 1147 0 0 0 0 209 0 16 Added Vol: 0 67 153 21 48 0' 0 0 0 149 0 14 Uturns: 0 0 0 58 0 0 0 0 0 0 0 0 Initial Fut: 0 820 403 10.4 11_95 0 0 0 0 358 0 30 User Adj: 1.00 1.00 1.00 l. 00 l. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95· 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 '863" 424 109 1258 0 0 0 0 377 o. 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 863 424 109 1258 0 0 0 0 377 0 32 PCE Adj: 1.00 1.00 1.00 1.00 LOO 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1_,00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 .. 1.00 1.00 Final Vol.: 0 863 424 109 i258 0 0 0 0 377 0 32 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.95 0.95 1.00 1.00 1.0·0 1.00 0.72 1.00 0.72 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 1.86 o.oo 0.14 Final Sat.: 0 3610 1615 1805 3610 0 0 0 0 2554 0 197 -----c----•-1---------------11--------0 ------11---------------1 l·---------------1 Capacity Analysis Module: · Vol/Sat: 0.00 0.24 ·O. 26 0.06 0.35 0.00 0.00 0.00 0.00 0.15 0.00 0.16 Crit Moves: **** **** **** Green/Cycle: 0.00 0.48 0.48 0.13 0.60 o.oo 0.00 0.00 o.oo 0.28 0.00 0.28 Volume/Cap: 0.00 0.50 0.55 0.48 0.58 0.00 0 .. 00 0.00 0.00 0.53 0.00 0.58 Delay/Veh: o.o 18.3 19.5 42.l 12.5 0.0 0.0 o.o 0. 0 31.4 0.0 32.3 User DelAdj: 1.00 1.00 1.00 l. 00 l. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 18.3 19.5 42.1 12.5 o.o 0. 0. 0. 0 0. 0 31.4 0.0 32.3 LOS by Move: A B B D B A A A A C A C HCM2kAvgQ: 0 10 10 4 13 0 0 0 0 6 0 7 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07f..1U2007 13:48 2010 AM+ project Filename: 2010AM-1.0UT Wed Jul 18, 2007 13:48:09 Ponto Vision Plan 2010 ~ Project Conditions AM Peak Hour ------------------- Level Of Service Computation Report Pa.9.e 34 Page 31-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #127 Ponto Dr. / Avenida Encinas ******************************************************************************** Cycle (sec) : Loss Time (sec) : Optimal Cycle: 100 Critica1·vol./Cap. (X): 10 (Y+R=4.0 sec) Average Delay (sec/veh) 44 Level Of Service: 0.474 34.0 C ******************************************************************************** Street Name: .Ponto Dr Avenida Encinas Approach: North Bound South Bound East Bound West 'Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------1 l------~--------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: o o 11 o o o o l! o o 1 o l l o 1 o 1 .1 o ------------1------~--------I 1---------------11---------------11---------------1 Volume Module: · Base Vol: 51 2 28 8 3 71 67 98 Growth Adj: 1.00 1.00 1.00 Initial Bse: 51 2 28 Added Vol: 40 2 21 PasserByVol: 0 0 0 Initial Fut: 91 4 49 User Adj: 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 PHF Volume: 96 4 .52 Reduct Vol: 0 0 0 1.00 8 37 0 45 1.00 0.95 47 0 1.00 1.00 3 71 3 122 1.00 1.00. 67 98 112 0 0 0 17_9 98 0 6 l. 00 0 193. 1.00 1.00 1.00 0.95 0.95 0.95 6 203 188 0 0 0 0.95 103 0 71 1.00 71 63 0 134 l·. 00 41 242 1. 00 1. 00 41 242 29 0 0 0 ·_70 242 1. 00 1. 00 0.95 0.95 74 255 0 0 '7 1.00 7 30 0 37 1.00 0.95 39 o_ Reduced Vol: 96 4 52 47 6 203 188 .103 141 74 255 39 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1·.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1:00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 96 4 52 47 6 203· 188 103 141 74 255 39 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900. 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.88 0.88 0.88 0.95 0.87 0.87 0.95 0.93 0.93 Lanes: 0.63 0.03 0.34 0.18 0.02. 0.80 1.00 1.00 1.00 1.00 1.73 0.27 Final Sat.: 1110 49 598 310 41 1330 1805 1648 1648 1805 3069 469 ----------·1------~--------11---------.----11--------------11---------------1 Capacity· Analysis Module: · Vol/Sat: 0.09 0.09 0.09 0.15 0.15 0.15 0.10 0.06 0.09 0.04 0.08 0.08 Crit Moves: **** **** **** **** Green/Cycle: 0.18 0.18 0.18 0.32 0.32 0.32 0.22 0.23 0.23 0.16 0.18 0.18 Volume/Cap: 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.27 0.37 0.25 0.47 0.47 Delay/Veh: ·_37.7 37.7. 37.7 27.8 27.8 27.8 34.8 31.6 32.5 37.0 37.7 37.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 l. 00 1.00 AdjDel/Veh: 37.7 37.7 37.7 27.8 27.8 27.8 34.8 31.6 32.5 37.0 37.7 37.7 LOS by Move: D D D C C C C C C D D D HCM2kAvgQ: 5 5 5 7 7 7· 5 3 4 2 5 5 ****************~**************************i************************************. Note: Queue report_ed is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07ill.Ll.Q07 13:48 2010 AM+ project Filename: 2010AM~1.0UT Wed Jul 18, 2007 13:48:09 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour Level Of Service Computation Report Pa.9.e 35 Page 32-1 2000 HCM Operations Method (Future Volume Alternative) *****************************************************************~************** Intersection #128 Carlsbad-Blvd. / La Costa Ave. ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 135 16 (Y+R=4.0 sec) ioo Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service, 0.813 42.4 D "******************************************************************************** Street Name: Carlsbad Blvd. La Costa Ave. Approach: North Bound South Bound East Bound West Bound Movement: L T R L ._ T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Split Phase Split Phase Rights: Ovl Include Include Include Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 o 2 o 1 1 o 2 o 1 1 O O 1 o 1 O o 1 b ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: o 208 205 353 1254 o O o o 522 o 262 Growth Adj: 1.00 1.00 1.00 1.00 1.00· 1.00 1.00 1.00 1.00 1.00 1.00 1.00 "Initial Bse: o 208 205 353 1254 o o o o 522 o 262 Added Vol: 0 60 0 141 55 0 0 0 0 0 0 160 Cumulative: 10 0 0 5 0 6 4 34 7 .. 1 49 7 Initial Fut, 10 268-205 499 1309 6 4 34 7 523 49 429 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0. 95 0. 95 0. 95 0. 95 0. 95 0. 9_5 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 PHF Volume: 11 282 216 525 1378 6 4 36 7 551 52 452 Reduct Vol: O O o O O O O o O O O O Reduced Vol: 11 282 216 525 1378 6 4 36 7 551 52 452 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.0Q 1.00 1.00 1.00 1.00 1.00 1.qo Final Vol.: 11 282 216 ·525 1378 6 4 36 7 551 52 452 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.95 0.97 0.97 0.95 0.87 0.87 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.83 0.17 1.00 0.10 0.90 Final Sat.: 1805 3610 1615 1805 3610 1615 1805 1535 316 1805 168 1475 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.08 0.13 0.29 0.38 0.00 0.00 0.02 0.02 0.31 0.31 0.31 Crit Moves: **** Green/Cycle: 0.01 0.10 Volume/Cap: 0.81 0.77 Delay/Veh: 218.5 69.2 User DelAdj: 1.00 1.00 AdjDel/Veh: 218.5 69.2 LOS by Move: F E HCM2kAvgQ: 1 8 0.48 0.28 21. 5 1.00 21. 5 C 5 **** 0.38 0.47 0.77 0.81 42.7 1.00 42.7 D 20 33.9 1.00 33.9 C 27 0.47 0.01 19.1 1.00 19.1 B 0 * *** 0.03 0.03 0.08 64:5 1.00 64.5 E 0 0.81 126 1.00 126 F 3 0.03 ,0. 81 125.6 1.00 125.6 F 3 0.38 0.38 0.81 0.81 45.0 45.9 1. 00 1. 00 45.0 45.9 D D 22 20 0.38 0.81 45.9 1.00 45.9 D 20 ******••···~···································································· Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 07/18/2007 13:48 2010 AM+ project Filename: 2010AM-1.0UT Wed Jul 18, 2007 13:48:09 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour Level Of Service Computation Report Pa.9.e 36 Page 33-1 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #129 Vulcan/ La Costa Ave. ******************************************************************************** Average Delay (sec/veh): 39.6 Worst Case Level Of Service: ·F[216.4] ******************************************************************************** Street Name: Vulcan La Costa Ave. Approach: __ Movement: North Bound South Bound East Bound West Bound L .T R L T R L T R_ L. -T R ---•--------1----~----------I 1---------------11---------------11---------------1 Control: Stop Sign Stop Sign Uncontrolled uncontrolled Rights: Include Include Include Include Lanes: 1 O O O 1 O O O O O O o o 1 O o .1 o o O ------------1---------------11---------------11---------------11---------------1 Volume Module:· Base Vol: Growth Adj: Initial Bse: Added Vol: Cumulative: Initial Fut: User Adj: PHF Adj: PHF Volume: Reduct Vol: Final Vol.: 80 0 1.00 i.oo .80 0 0 0 3 0 83 0 1. 00 1. 00 0.95 0.95 87 0 0 0 87 0 Critical Gap Module: 283 1.00 283 0 6 289 1.00 0.95 304 0 304 0 0 1.00 1.00 0 0 0 0 0 0 0 0 1.00 1.00 0.95 0.95 0 0 0 0 0 0 0 1.00 0 0 0 0 1.00 0.95 0 0 0 0 432 1.00 1.00 0 432 0 141 0 4 0 577 1. 00 1. 00 0.95 0.95 0 607 0 0 0 607 119 1.00 119 0 1 120 1.00 0.95 126 0 126 312 575 1. 00 1. 00 312 575 0 160 2 6 314 741 1.00 1.00 0.95 0.95 331 780 0 0 331 780 0 1.00 0 0 0 0 1.00 0.95 0 0 0 Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------1---------------11---------------1 l-----c---------1 l-~--~----------1 Capacity Module: Cnflict Vol: 2112 xxxx Potent Cap.: 57 xxxx 6 71 · xxxx. xxxx xxx.xx xx.xx xxxx xxxxx 460 xxxx xxxx xxxxx xxxx xxxx xxxxx 7 3 4 xxxx xxxxx 8 8 0 xxxx xxxxx Move Cap.: 36 xxxx 460 xxxx xxxx xxxxx xxxx xxxx xxxxx 880 xxxx xxxxx Volume/Cap: 2.41 xxxx 0.66 xxxx xxxx xxxx xxxx xxxx xxxx 0.38 xxxx xxxx ------------1---------------11---------------11---------------11-----· ---------1 Level Of Service Module: 2Way95thQ: 9.7 xxxx 4.7 xxxx xxxx xxxxx xxxx xxxx xxxxx Control_ Del:876.6 xxxx 26.8 xxxxx xx.xx xxxxx xxxxx xxxx xxxxx LOS by Move: F * D 1.8 11.5 B xxxx xxxxx xxxx xxxxx Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xx.xx xx.xx xxxxx xxxx xx.xx xxxxx xxxx xx.xx xxxxx xx.xx xx.xx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 1.8 xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xx.xx xxxxx xxxxx xx.xx xxxxx 11.5 xxxx xxxxx Shared LOS: ApproachDel: ApproachLOS: 216.4 F' xxxxxx . xxxxxx . B xxxxxx . ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 07/18/2007 13,48 2010 AM+ project Filename, 2010AM:_1.0UT Wed Jul 18, 2007 13,48,09 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour Level Of·Service Computation Report Pa9.e 37 Page_ 34-1 2000 HCM Operations Method (Future Volume Alternative) *******************************.******~********~********************************* Intersection #130 1-5 _SB Ramps/ La Costa Ave. ******************************·************************************************** Cycle (sec), Loss Time (sec),. Optimal Cycle, 100 12 (Y+R=4.0 sec) 49 C~iticai Vol./Cap. (X), Average Delay (sec/veh), ~ Level Of Service, 0.610 25.1 C ****************·*****************************************~********************** _Street Name, Approach, Mov~ment, 1-5 SB Ramps La Costa Ave. North Bound South Bound East Bound West Bound L T R L T R L T R L T R -0 ----------1---------------11---------------11---------------11---------------1 Control, Protected ·Permitted Protected Protected Rights, Include Include Include Include Min. Green, 7 10 10 7 10 10 7 10 10 7 10 io Lanes, o o o o o 1 1 0 o 1 0 0 1 1 0 2 0 2 0 0 ------------1---------------11---------------11---------------11---------------1 Volume Module, Base Vol, O O o 400 O 304 O 566 71 336 466 o Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, o 0 o 400 0 304 0 566 71 336 466 o Added Vol, 0 0 0 0 0 0 0 37 104 0 160 0 Cumulative, 0 0 0 0 0 3 0 2 2 0 3 0 Initial Fut, 0 0 0 400 0 307 0 605 177 336 629 0 User Adj, • 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj, 0.95 0.95 0.95 0.95 0.-95 0.95 0.95 0.95 0.95-· 0.95 0.95 0.95 PHF Volume, 0 0 0 421 0 323 0 637 186 354 662 0 Reduct Vol, o 0 o 0 0 o o 0 o 0 0 o Reduced Vol, o O o 421 O 323 O 637 186 354 662 o PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj,_ 1._00 .. J._00 _1.00 1.00 _1.00 1.00 1.00 l.0a° 1.00 1.00 1.00 1.0·0 Final Vol., o o o 421-O 323-a" 637 186 354 662 O ------------1---------------11---------------11---------'-----I 1---------------1 Saturation Flow Module, Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 1.00 1.00 1.00 0.72 1.00 0.85 1.00 o:92 0.92 0.92 0.95 1.00 Lanes, 0.00 0.00 0.00 2.00 0.00 1.00 0.00 1.55 0.45 2.00 2.00 0.00 Final Sat., o o o 2744 o 1615 ·o 2698 789 3502 3610 o ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module, vol/Sat, o.-00 o.oo o.oo 0.15 o.oo 0.20 o.oo 0,24· 0.24 0.10 ·0.18 o.oo Crit Moves, Green/Cycle, Volume/Cap, Delay/Veh, User DelAdj, AdjDel/Veh, LOS by Move, HCM2kAvgQ, 0.00 o.oo 0.00 0.00 o.o o.o 1.00 1.00 o.o 0.0 A A 0 0 o.oo o.oo 0. 0 1.00 0. 0 A 0 0.33 0.00 0.47 o.oo 27.1 o.o 1. 00 1. 00 27.1 0.0 C A 5 0 **** .•••• 0.33 0.00 0.39 0.61 0.00 0.61 30.3 o.o 25.4 1.00· 1.00 1.00 30.3 0.0 25.4 C A C 9 0 11 0.39 0.61 25.4 1.00 25.4 C 11 **** 0.17 0.55 ·0.61 o.33 40.6 12.4 1. 00 1. 00 40.6 12.4 D B 6 6 0.00 0.00 0. 0 1.00 0. 0 A 0 ******************************************************************************** Note, Queue reported is the number of cars per lane. . Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,48 2010 AM+ project Filename, 2010AM-1.0UT Wed Jul 18, 2007 13,48,09 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour Level Of Serv.ice Computation Report 2000 HCM Operations Method (Future Volume Alternative) Pa9.e 38 Page 35-1 ******************************************************************************** Intersection #131 I-5·NB Ramps/ La Costa Ave. *****************************************************************************·*** Cycle (sec), Loss Time (sec) Optimal Cycle, 100 ·12 (Y+R=4.0 sec) 56 Critical Vol./Cap. (X), Average Delay (sec/veh), Level Of Service, 0.672 22.8 C *****************************************************************·*************** I-5 NB·Ramps La Costa Ave. Street Name, App.roach, North Bound South Bo.und East Bound West Bound Movement: L T R L T R L T R L T R ·------------1---------------11---------------11---------------11---------------1 Control, Protected Protected Protected Protected Rights, Include Include Include· Include Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, O 1 O O 2 O O O O O 1 O 2 O O o o 3 o 1 ------------1---------------11~--------------11---------------11---------------1 Volume Module, Base Vol, 105 3 489 o O o 223 993 o o 864 430 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 105 3 489 o O o 223 993 o o 864 430 Added Vol, 119 0 0 0 0 0 O 37 0 0 40 0 Cumulative, 2 0 0 O O O O O O O 1 0 Initial Fut, 226 3 489 o o o 223 1030 o o 905 430 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00· 1.00 PHF Adj: 0. 95 _o. 95 0. 95 .o. 95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 ·o. 95 0. 95 PHF Volume, 238 3 515 0 0 0 235 1084 0 0 953 453 Reduct Vol, o O o o O o o o o o o O Reduced Vol, 238 3 515 o o O 235 1084 o o 953 453 PCE Adj,· 1.00 1.00 1.00 1 .. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 238 3 515 o o o· 235 1084 o o ·953 · 453 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 0.95 0.95 0.75 1.00 1.00· 1.00 0.95 0.95 1.00 1.00 0.91 0.85 Lanes, 0.99 0.01 2.00 0.00 0.00 o.oo 1.00 2.00 0.00 0.00 3.00 1.00 Final Sat., 1787 24 2842 O O o 1805 3610 o O 5187 1615 ------------1-------------,-1 l----~----------1l-----•---------11---------------1 Capacity Analysis Module: Vol/Sat, 0.13 0.13 0.18 0.00 o.oo o.oo 0.13 0.30 .o.oo 0.00 0.18 0.28 Crit Moves, Green/Cycle, Volume/Cap, Delay/Veh: User DelAdj, AdjDel/Veh, LOS by Move, HCM2kAvgQ, 0.27 0.27 0.49 0.49 31.6 31.6 i. 00 1 :oo 31.6 31.6 C C ·7 7 **** 0.27 0.67 34.9 1.00 34.9 C 9 o.oo 0.00 0.00 0.00 0. 0 0. 0 1.00 1.00 0. 0 . 0. 0 A A 0 0 0.00 0.00 0. 0 1.00 0. 0 A 0 **** 0.19 0.61 0.67 0.49 42.4 11.0 1.00 1.00 42 .4 11.0 D B 8 10 0.00 o.oo 0.0 1.00 o. o· A 0 0.00 0.42 0.00 0.44 o.o 21.0 1. 00 1. 00 o.o 21.0 A C 0 8 **** 0.42 0.67 26.3 1.00 26.3 C 12 ******************************************************************************** Note, Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:48 2010 AM+ project Filename: 2010AM-l.OUT Wed Jul 18, 2007 13:48:09 ------------------------- Ponto Vision Plan 2010 + Project Conditions AM Peak Hour Level Of Service Computation Report Pa.9:e 39 Page 36-1 2000 HCM Operations Method ·(Future Volume Alternative) *************~*****************~************************************************ Intersection #132 Piraeus/ La Costa Ave. ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle:. 100 8 (Y+R=4. O sec) 46 Critic~l Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.682 11. 6 B *****************************·*************************************************** Street Name: Piraeus La Costa Ave. Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T -· R L T R -~----------1--------------~I l-c-------------11---------------1 l----"----------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 · 7 10 10 7 10 10 7 10 10 Lanes: 1 O o o 1 O O O O o O O 1 1 O 1 O 4 O O ------------J---------------11---------------11-------------c--l l--~------------1 Volume Module: Base Vol: 211 o 74 · O O o O 1365 218 38 1254 O Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 211 o 74 o O o o 1365 218 38 1254 O Added Vol: 0 0 0 0 O· O O 37 0 0 40 0 PasserByVol: o o O O O O O O O O O O Initial Fut: 211 o 74 O O o O 1402 218 38 1294 O User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : O. 95 0. 95 0. 95 0. 95 0 .·95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 PHF Volume: 222 0 78 0 0 0 0 1476 229 40 1362 0 Reduct Vol: o O O O O O O O O O .0 O Reduced Vol, 222 O 78 o O o o 1476 229 40 1362 O PCE Adj: 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.oo MLF Adj:_ 1.00 l._00 1.00 1.00 l.O_Q 1.00 1.00 _1.00 1.00 1.00 1.00 i..oo Fina1··vol.: 222 o ·1a·· o o o o 1476 229 40 1362 · o ------------1---------------11---------------1l------~--------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 ·Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.93 0.93 0.95 0.91· 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.73 0.27 1.00 4.00 0.00 Final Sat,: 1805 O 1615 O O O O 3062 476 1805 6916 O ------------1---------------1 l------------0 --I 1---------------11---------------1 .capacity Analysis Module: · · Vol/Sat: 0.12 0.00 0.05 0.00 0.00 0.00 0.00 0.48 0.48 0.02 0.20 0.00 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.17 0.00 0.71 o.oo 46.5 0.0 1.00 1.00 46.5 0.0 D A 8 0 0.17 0.28 36.5 1.00 36.5 D 2 0.00 o.oo 0.00 o.oo o.o o.o 1.00 1.00 0. 0 0. 0 A A 0 0 0.00 0.00 o.o 1.00 0.0 A 0 ·0.00 0.68 0.68 0.00 0. 0 1.00 0. 0 A 0 0. 71 11.1 1.00 0. 71 11.1 1.00· 11.1· .. 11.1 B B 18 18 0.07 0.75 0.32 0.26 45.7 4.0 1.00 1.00 45.7 4.0 D A 2 4 0.00 0.00 0.0 1.00 0. 0 A 0 ****************************************************************•~·············· Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007_ 13_,_49 20_10 AM + project Filename: 2010AM-l.OUT Wed Jul 18, 2007 13:48:09 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour Level Of Service Computation Report Pa.9:e 40 Page 37-1 2000 HCM Operations Method (Future Volume Alternative) ***************************************************************************·***** Intersection #133 El Camino Real ;·La Costa Ave. ******************************************************************************** Cycle (sec) : Loss Time (sec): Optimal Cycle: 100 16 (Y+R=4.0 sec) 180 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service,. 1.123 61. 5 E ·······~····································~····································· Street Name: El Camino Real La Costa Ave. Approach: North Bound . South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------1l·----------c----11--------"------I Control: Protected · Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 o 2 1 O 2 O 3 O l 2 o 2 o 1 1 O 2 o 1 ------------1---------------1I.--------------11---------------11---------------1 Volume Modul°e: Base Vol: 231 1212 32 130 1355 645 872 380 326 169 461 293 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1:00 Initial Bse: 231 1212 32 130 1355 645 872 380 326 169 461 293 Added Vol: 0 0 0 O O O O :37 0 0 40 0 PasserByVol: o o o O O o O O O O o o Initial Fut: 231 1212 32 130 1355 645 872 417. 326 169. 501 2,93 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ·Q.95 0.95 0.95 0.95 PHF Volume: 243 1276 34 137 1426 679 918 439 343 178 527 308 Reduct Vol: O O O O O O O O O O O O Reduced Vol: 243 1276 34 137 1426 679 918 439 343 178 527 308 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 · 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 243 1i?6 34 137 1426 679 918 439 343 178 ·527 308 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.91 0.92 0.91 0.85 0.92 0.95 0.85 0.95 0.95 0.85 Lanes: 2.00 2.92 0.08 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3502 5033 133 3502 5187 1615 3502 3610 1615 1805 3610 1615 -.---------1---------------11--------------11-----------.---11---------------1 Capacity Analysis Module: Vol/Sat: 0.07 0.25 0.25 0.04 0.27. 0.42 0.26 0.12 0.21 0.10 0.15 0.19 Crit Moves: **** Green/Cycle: 0.07 0.35 0.35 Volume/Cap: 0.99 0.73 0.73 Delay/Veh: 101.6 30.3 30.3 User DelAdj: 1.00 1.00. 1.00 AdjDel/Veh: 101.6 30.3 30.3 LOS by Move: F C C HCM2kAvgQ: 7 14 14 **** 0.10 0.37 0.37 0.41 0.74 1.13 43.4 28.9 111.2 1.00 1.00 1.00 43.4 28.9,111.2 D C F 3 15 34 0.23 0.27 1.13 0.45 114.0 30.4 1.00 1.00 114.0 30.4 F C 25 6 0.27 0.78 42.2 1.00 42.2 D 12 0.13 0.17 0.78 0.87 0.17 ·1 .13 57.9 53.1 137.4 1.00 1.00 1.00 57.9 53.1 137.4 E 7 D 11 F 17 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traff ix 7 .8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING,· IRVINE 07f.1.!li..2007 13:48 2010 AM+ project Filename: 2010AM-1.0UT Wed Jul' 18, 2007 13 :48:09 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour Level Of Service Computation Report Pa.9.e 41 Page 38-1 2000 HCM Oper~tions Method (Future Volume Alternative) ******************************************************************************** Intersection #134 Carl~bad Blvd / Leucadia Av_e ******************************************************************************** Cycle (sec): Loss-Time (sec) Optimal Cycle: 200 12 (Y+R=4. O sec) 72 Critical Vol./Cap. (X): Average Delay (sec/veh), Level Of Service: 0.733 35.4 D *********.*********************************************************************** Street Name: Carlsbad Blvd Leucadia Ave Approach: North Bound South Bound East Bound West Bound Movement: L T ' R L T R L T R L T R ------------l---------------11---------------1l---------------·11·---------------1 Control: Protected Protected Permitted Permitted Rights, Include Include Include Include Min. Green: 7. 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 o 2 o 1 1 o 1 1 O o o l! O O 1 O 1! O o ------------1---------------11-------------~-I l-------~-;--~--11---------------1 Volume Module: Base Vol: 5 301 50 290 1628 14 10 39 9 232 20 82 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 301 50 290 1628 14 10 39 9 232 20 82 Added Vol: 0 40 O· 18 37 0 0 0 0 0 0 20 Cumulative: 0 10 3 . 0 0 0 0 0 0 7 0 0 Initial Fut: 5 · 351 53 308 1665· 14· 10 39 9 239 20 1o'2 us·er Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.,95 PHF Volume: 5 369 56 324 1753 · 15 11 . 41 9 252 21 107 . . Reduct Vol: o o o o o 0 o o o 0 0 o Reduced Vol: 5 369 · 56 ·324 1753 15 11 41 9 252 21 107 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.0_0. 1.00 1:00. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 5 369. 56 324 1753 i's 11 41 9 252 21 107 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900. 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.95 0.93 0.93 0.93 0.69 0.71 0.71 Lanes: 1.00 2.00 1.00 1.00 1.98 0.02 0,17 0.67 0.16 1.50 0.08 0.42 Final Sat.: 1805 3610 1615 1805 3576 30 305 1191 275 1979 110 563 ------------1---------------11---------------11---------------1 ~---·-----------1 Capacity Analysis Module, Vol/Sat:. 0.00 0.10 0.03 0.18 0.49 0.49 0.03 0.03 0.03 0.13 0.19 0.19 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ, 0.04 0.25 0.07 0.41 83.8 57.0 1. 00 1. 00 83.8 57.0 F E 0 9 0.25 0.14 52.9 1.00 52.9 D 2 0.43 0.64 0.41 0.76 35.4 23.9 1.00 1.00 35.4 23.9 D C 12 35 0.64 0.76 23.9 1.00 23.9 C 35 0.25 0.25 0.14 0.14 52.5 52.5 1.00 .1.·00 52.5 52.5 D D 3 3 o .is 0.14 52.S 1.00 52.5 D 3 **** o .. 2s 0.25 0.51 0.76 58.5 69.2 1.00 1.00 58.5 69.2 E E 8 14 0.25 0.76 69.2 1.00 69.2 E 14 ******************************************************************************** Note, Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed· to RBF CONSULTING, IRVINE 07/18/2007 13:48 2010 AM +·project Filename, 2010AM-1.0UT Wed Jul 18, 2007 13:48:09 Ponto Vision Plan 2010 + Project Conditions AM Peak Hour Level Of Service Computation Report Pa.9.e 42 Page 39-1 2000 HCM Unsignalized Method (Future Volume Alternative) ********************************************"************************************ Intersection #201 La Costa Avenue and Sheridan Road. ******************************************************************************** Average Delay (sec/veh): 1. 0 Worst Case Level Of Service, B( 13.2] **************************"****************************************************** Street Name, Sheridan Road La Costa Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include •Include Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 -~-~--------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: Growth Adj: Initial Bse: Added Vol: Cumulative: Initial Fut: User Adj: PHF Adj: PHF Volume: Reduct Vol: Final Vol.: 11 0 1.00 1.00 11 0 0 0 0 0 11 0 1.00 1.00 0.95 0.95 12 0 0 0 12 0 Critical Gap Module: 39 1.00 39 0 0 39 1.00 0.95 41 0 41 0 0 1.00 1.00 0 0 0 0 0 0 0 0 1. 00 1. 00 0.95 0.95 0 0 0· 0 0 0 0 1.00 0 ·o 0 0 1.00 0.95 0 0 0 0 261 1.00 1,00 0 261 0 141 0 10 0 412 1.00 1.00 0.95 0.95 0 434 0 0 0 434 2 1.00 2 0 0 2 1.00 0.95 2 0 2 37 253 1.00 1.00 37 253 0 160 0 8 3 7 421. 1.00 1.00 0.95 0.95 39 443 0 0 39 443 0 1.00 0 0 0 0 1.00 0.95 0 0 0 Critical Gp : ·6 . 4 xxxx 6 . 2 xxxxx xxxx xxxxx . xxxxx xxxx xxxxx 4 . 1 xxxx xxxxx FollowUpTim: 3.5 xxxx ·3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------1------------.--11---------------11--------------I 1---------------1 Capacity Module: Cnflict Vol, 956 xxxx 4'35 xxxx xxxx xxxxx xxxx xxxx xxxxx 436 xx.xx xxxxx Potent Cap., 289 xxxx 626 xxxx xxxx xxxxx xxxx xxxx xxxxx 1135 xxxx xxxxx Move Cap.: 281 xxxx 626 xxxx xxxx xxxxx xxxx xxxx xxxxx 1135 xxxx xxxxx Volume/Cap, 0.04 xxxx 0.07 xxxx xxxx xxxx xxxx xxxx xxxx 0.03 xxxx xxxx ------------1---------------1l-----~---------11--------~------I 1---------------1 Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx·xxxx xxxxx Control Del:xxxxx xx.xx. xxx~ xxxxx. xx.xx xxxxx xxxxx xxxx xxxxx LOS by Move : * * * * * * * * * Movement : . LT -LTR -RT LT -LTR -RT LT -LTR C RT Shared Cap.: xxxx 493 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueu~:xxxxx 0.4 xxxxx xxxxx xx.xx xxxxx xxx.xx xxxx xxxxx Shrd ConDel,xxxxx 13.2 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: ApproachDel, ApproachLOS: B 13.2 B xxxxxx . xxxxxx 0.1 8.3 A xx.xx xxx:xx xxxx xxxxx LT -LTR -RT xx.xx xx.xx xxxx.x 0.1 xx.xx xxxxx 8 . 3 xxxx xxxxx A xxxxxx . **********·********************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF ·CONSULTING, IRVINE. 07 /18/20Q7 13: 48 Filename: 2010AM-l.OUT Pa.9.e 43 ~ ..... ,. ·~ 07ill.f.1.2.Q7 .13:48 2010 PM+ project Scenario: Command:, Volume: Geometry: Impact Fee: Trip Generation: Trip Distribution: Paths: Routes: Configuration: Filename: 2010PM~2.0UT Wed Jul 18, ·2007 13:48:17 Ponto-Vision Plan 2010 + Project Conditions PM Peak· Hour · Scenario Report 2010 PM+ project 2010 PM +_project 2010 PM 2010 Default Impact Fee PM PROJECT Default Paths Default Routes 2010 PM+ project Pa.9.e Page 1-1 Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 1 07l18/2007 13:48 Filename: ·2010PM~2 .OUT · Pa9e 2 2010 PM ~·project Wed Jul 18, 2007 13:48:18 Page 2-1 -------------------------------------------------------------------------------- Ponto Vision Plan 2010 + Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Trip Generation Report Forecast for PM Zone Rate Rate Trips Trips Total % Of # Subzone Amount Units In Out In Out Trips Total -------------------------- 1 Parcel·G 0.00 Town Home 0.56 0.24 0 0 0 0. 0 1 Parcel G o.oo Resort 0.43 0.29 0 0 0 0. 0 1 Parcel G o.oo Apartment 0.38 0.16 0 0 ·o 0. 0 1 Parcel G 0.00 Specialty Reta 1.80 1. 80 0 0 0 0. 0 1 Parcel G 0.00 Restaurant 7.68 5 .12 0 0 0 0. 0 1 Parcel G 0:75 Passive Park 0.90 0.90 1 1 2 0.2 1 Pare.el G 0.00 Garden Hotel 0 :48 0.32 0 0 0 o.o 1 Parcel G 0.00 Live/Work 0.56 0.24 0 0 0 0. 0 1 Parcel G .o. 00 Office 0.52 2.08 0 0 0 o.o 1 Parcel G 0.00 High Quality R 5.60 2.40 0 0 0 0. 0 1 Parcel G 0.00 Hotel 0.48 0.32 0 0 0 0.0 Zone 1 Subtotal ............................. 1 1 2 0.2 2 Parcel I 0.00 Town Home 0.56 0.24 0 0 0 0.0 2 Parcel I 0.00 Resort 0.43 0.29 0 0 0 0. 0 2 Parcel I 0.00 Apartment 0.38 0.16 0 0 0 0.0 2 Parcel I 16.00 Specialty Reta 1. 80 1.80 29 29 58 4.6 2 Parcel I 0.00 Restaurant 7.68 5.12 0 0 0 0.0 2 Parcel I o.oo Passive Park 0.90 0.90 0 0 0 0.0 2 Parcel I O. 00 Garden Hote_l 0.48 0.32 0 0 0 o.o 2 Parcel I 0.00 Live/Work 0.56 0.24 0 0 0 0.0 2 Parcel I o.oo Office 0.52 2.08 0 0 0 0.0 2 Parcel I 0.00 High Quality R 5.60 2.40 0 0 0 0.0 2 Parcel I 0.00 Hotel 0.48 0.32 0 0 0 0. 0 zone 2 Subtotal ............................. 29 29 58 4.6 ------3 Parcel B (0.00 Town Home 0.56 0.24 0 0 0 o:o 3 Parcel B 0.00 Resort 0.43 0. 29 0 0 0 0.0 3 Parcel B 0.00 Apartment 0.38 0.16 0 0 0 0. 0 3 Parcel B 6.00 Specialty Reta 1. 80 1.80 11 11 22 1. 7 3 Parcel B 0.00 Restaurant 7.68 5.12 0 0 0 0. 0 3 Parcel B 0.00 Passive Park 0.90 0.90 0 0 0 0. 0 3 Parcel B .0.00 Garden Hotel 0.48 0.32 0 0 0 0. 0 3 Parcel B 0.00 Live/Work 0.56 0.24 0 0 0 0. 0 3 Parcel B 0.00 Office 0.52 2.08 0 . 0 0 0. 0 3 Parcel B 0.00 High Quality R 5.60 2.40 0 0 0 0. 0 3 Parcel B o.oo Hotel 0.48 0.32 .0 o. 0 o.o zone 3 Subtotal ............................. 11 11 22 1.7 4 Parcel D 0.00 Town Home 0.56 0.24 0 0 0 o.o 4 Parcel D 0.00 Resort 0.43 0.29 0 0 0 o.o 4 Parcel D 24. 00 Apartment 0.38 0.16 9 4 13 1.0 4 Parcel D o.oo Specialty Reta 1. 80 1. 80 0 0 0 0. 0 Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:48 2010 PM+ project Zone # Subzone 4 Parcel D 4 Parcel D 4 Parcel D 4 Parcel D 4 Parcel D 4 Parcel D 4 Parcel D Filename: 2010PM-2.0UT Wed Jul 18, 2007 13:48:18 Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Amount Units 0.00 Rel§itaurant ·o.oo Passive Park 0.00 Garden Hotel 9.00 Live/Work o.oo Office 0.00 High Quality R 0.00 Hotel Rate In 7.68 0.90 0.48 0.56 0.52 5.60 0.48 Rate Out 5.12 0.90 0.32 0.24 2.08 2.40 0.32 Zone 4 Subtotal 5 Parcel E 0.00 Town Home 0.56 0.24 5 Parcel E 126.00 Resort 0.43 0.29 5 Parcel E o.oo Apartment 0.38 0.16 5 Parcel E o.oo Specialty Reta 1.80 1.80 5 Parcel E o.oo Restaurant 7.68 5.12 5 Parcel E 0.00 Passive Park 0.90 0.90 5 Parcel E 0.00 Garden Hotel O .48 .. 0 .. 32 5 Parcel E 0.00 Live/Work 0.56 0.24 5 Parcel E 0.00 Office 0.52 2.08 5 Parcel E o_oo High Quality R 5.60 2.40 5 Parcel E 180.00 Hotel 0.48 0.32 Zone 5 Subtotal ............................ . 6 Parcel A 6 Parcel A 6 Parcel A 6 Parcel A 6 Parcel. A 6 Parcel A 6 Parcel A 6 Parcel A 6 Parcel A 6 Parcel A 6 Parcel A 0.00 Town Home 0.00 Resort o. oo Apartment 0.00 Specialty Reta O. 00 Restaurant 0.00 o.oo 0.00 0.00 o.oo 215.00 Passive Park Garden Hotel Live/Work Office High Quality R Hotel Zone 6 Subtotal 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 7 Parcel H 0.00 Town Home 0.00 Resort 0.00 Apartment 12.00 Specialty Reta 5.00 Restaurant 0.00 Passive Park 0.00 Garden Hotel 0.00 Live/Work 0.00 Office 0.00 High Quality R 53.00 Hotel Zone 7 Subtotal 0.56 0.43 0.38 1. 80 7.68 0.90 0.48 0.56 0.52 5.60 0.48 0.56 0.43 0.38 1. 80 7.68 0.90 0.48 0.56 0.52 5.60 0.48 0.24 0.29 0.16 1. 80 5.12 0.90 0.32 0.24 2.08 2.40 0.32 0.24 0.29 0.16 1. 80 5.12 0.90 0.32 0.24 2.08 2.40 0.32 Pa9.e 3 Page 2-2 Trips Trips Total% Of In Out Trips Total 0 0 0 5 0 0 0 14 0 54 0 0 0 0 0 0 0 0 86 140 0 0 0 0 0 0 0 0 0 0 103 103 0 0 0 22 38 0 0 0 0 0 25 85 0 0 0 2 0 0 0 6 0 37 0 0 0 0 0. 0 0 0 58 95 0 0 0 0 0 0 0 0 0 0 69 69 0 0 0 22 26 0 ·o 0 0 0 17 65 0 0.0 0 o.o 0 o.o 7 0.6 0 0.0 0 0.0 0 0.0 20 1.6 0 0.0 91 7.2 0 0.0 0 0.0 0 0.0 0 o.o 0 0.0 0 0.0 0 o.o 0 o.o 144 11.4 235 18.5 0 0 0 0 .o 0 0 0 0 0 172 172 0 .0. 0. 0. 0 0. 0 0.0 0.0 0. 0 0. 0 o.o 0. 0 0.0 13 .6 13. 6 0. 0 0 0.0 0 0.0 44 3.5 64 5.1 0 o.o 0 0.0 0 0.0 0 o.o 0 0.0 42 3.3 150 11.8 Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE I I I I I I I I I I I 07(l_§._/2007 13:48 2010 PM+ project Zone # Subzone 8 Parcel F 8 Parcel F 8 Parcel F 8 Parcel F 8 Parcel F 8 Parcel F 8 Parcel F 8 Parcel F 8 Parcel F 8 Parcel F 8 Parcel F 8 Parcel F Filename: 2010PM-2.0UT Wed Jul 18, 2007 13:48:18 Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Amount Units 128.00 Town Home 0.00 Resort 0.00 Apartment 9.25 Specialty Reta 0.00 Restaurant 0.00 Passive Park 0.00 Garden Hotel O. 00 Li_ve/Work 0.00 Office 0.00 High Quality R 0.00 Hotel 23.30 Flex Restauran Rate In 0.56 0.43 0.38 1. 80 7.68 0.90 0.48 0.56 0.52 5.60 0.48 7.68 Rate Out 0.24 0.29 0.16 1. 80 5.12 0.90 0.32 0.24 2.08 2.40 0.32 5.12 Zone 8 Subtotal 9 Parcel C 9 Parcel C 9 Parcel C 9 Parcel C 9 Parcel C 9 Parcel C 9 Parcel C 9 Parcel C 9 Parcel C 9 Parcel C 9 Parcel C 0.00 Town Home 0.00 Resort 0.00 Apartment o.oo Specialty Reta 0.00 Restaurant o.oo Passive Park o.oo o.oo 0.00 0.00 216.00 Garden Hotel Live/Work Office High Quality R Hotel Zone 9 Subtotal TOTAL 0.56 0.43 0.38 1. 80 7.68 0.90 0.48 0.56 0.52 5.60 0.48 0.24 0.29 0.16 1.80 5.12 0.90 0.32 0.24 2.08 2.40 0.32 Pa9.e Page 2-3 Trips Trips Total % Of In Out Trips Total 72 0 0 17 0 0 0 0 0 0 0 179 268 0 0 0 0 0 0 0 0 0 0 104 104 755 31 0 0 17 0 0 0 0 0 0 0 119 167 . 0 0 0 0 0 0 0 0 0 0 69 69 512 103 8.1 0 0.0 0 0.0 34 2.7 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 298 23.5 435 34.3 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0 0 0 173 173 0. 0 0.0 0.0 0.0 13. 7 13. 7 1267 100.0 Traffix.7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 4 07/10L2001 13:48 Filename: 2010PW2 .OUT Page 5 2010 PM+ project Wed Jul 18, 2007 13:48:18 Page 3-1 -------------------------------------------------------------------------------- Ponto Vision Plan 2010 + Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Trip Distribution Report Percent Of Trips Project To Gates 1 2 3 4 5 6 8 9 10 11 12 zone ------------------------------ 1 35.0 3.0 8. 0 8.0 1.0 8.0 25.0 3.0 2.0 1.0 1.0 2 35.0 3.0 8. 0 8.0 1.0 8.0 25.0 3.0 2.0 1.0 1.0 3 35.0 3. 0 8. 0 8.0 1.0 8.0 25.0 3.0 2.0 1.0 1.0 4 35.0 3. 0 8.0 8. 0 1.0 8.0 25.0 3.0 2.0 1.0 1.0 5 35.0 3. 0 8.0 8. 0 1.0 8.0 25.0 3.0 2.0 1.0 1.0 6 35.0 3.0 8.0 8.0 1.0 8.0 25.0 3.0 2.0 1. 0 1.0 7 35.0 3.0 8. 0 8.0 1.0 8.0 25.0 3.0 2.0 1.0 1.0 8 35.0 3.0 8. 0 8.0 1.0 8.0 25.0 3.0 2. 0 1.0 1.0 9 35.0 3. 0 8. 0 8.0 1.0 8. 0 25.0 3.0 2.0 1.0 1.0 To Gates 13 14 Zone ----- 1 4.0 1.0 2 4.0 1. 0 3 4.0 1.0 4 4.0 1.0 5 4.0 1. 0 6 4. 0 1.0 7 4.0 1.0 8 4.0 1.0 9 4.0 1.0 Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE I I I I I I I I I I I 1· I I 07L18L2007 13:48 Filename: 2010PM-2.0UT Page 6 2010 PM+ project Wed Jul 18, 2007 13:48:24 Page 4-1 -------------------------------------------------------------------------------- Ponto Vision Plan 2010 + Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS \/eh C #101 Avenida Encinas/ Palomar Airp D 45.4 0.842 D 47.0 0.872 + 1. 602 D/V #102 I-5 SB Ramps/ Palomar Airport B 15.8 0.544 B 16.0 0.545 + 0.215 D/V #103 I-5 NB Ramps/ Palomar Airport C 32.6 0.947 C 33.4 0.953 + 0.775 D/V #104 Paseo Del Norte/ Palomar Airp D 40.9 0.867 D 41.0 0.868 + 0.142 D/V #105 Armada/ Palomar Airport Rd D 47.8 0.923 D 47.8 0.924 + 0.017 D/V #106 Palomar Airport Rd. I Hidden B 16.2 0.718 B 16.4 0.718, + 0.186 D/V #f07 College Blvd/ Palomar Airport D 41.1 0.853 D 42.0 0.867 + 0.925 D/V #108 Palomar Airport/ Camino Vida D 35.0 0.656 C. 35.0 0.657 -0.005 D/V #109 El Camino Real/ Palomar Airpo E 77.3 1.119 E 78.4 1.124 + 1.093 D/V #110 Palomar Airport Road/ El Fuer C 30.3 0.864 c. 30.4 0.866 + 0.075 D/V #111 Palomar Airport Road/ Melrose D 50.6 0.981 D 50.9 0.983 + 0.233 D/V #112 Carlsbad Blvd. / Island Way. A 7.2 0.414 A' 7.2 0.423 -0.019 D/V #113 Carlsbad Blvd/ Breakwater Rd. A 6.2 0.370 A 6.2 0.379 + 0.006 D/V #114 Carlsbad Blvd. / Poinsettia La c· 32.3 0.579 D 54.6 0.912 +22.289 D/V #115 Avenida Encinas/ Poinsettia L· D 38.6 0.730 D 43.l 0.845 + 4.585 D/V #116 I-5 SB Ramps/ Poinsettia Lan C 28.0 0.761 D 46.0 0.983 +18.045 D/Y #117 I-5 NB Ramps/ Poinsettia Lane C 28.1 0.788 D 35.9 0.927 + 7.796 D/V #118 Paseo Del Norte I Poinsettia L D 35.6 0.'874 D 40.3 0.930 + 4.615 D/V #119 Paseo Del Norte/ Camino de la C 24.7 0.538 C 26.2 0.574 + 1. 457 D/V #120 Batiquitos Dr. / Poinsettia La C 23.2 0.589 C 23.1 0.608 -0.118 D/V #121 Aviara Parkway/ Poinsettia La C 33.2 0.718 C 33.9 0.746 + 0.688 D/V #122 El Camino Real/ Cassia B 11.2 0.630 B 15 .2 0. 702 + 4.090 D/V #123 El Camino Real/ Camino Vida R D 40.9 0.863 D 41.1 0.866 + 0.242 D/V Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 071..l§L2007 13:48 2010 PM+ project Filename: 2010PM-2.0UT Wed Jul 18, 2007 13:48:24 Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Pa.9.e Page 4-2 -------------------------------------------------------------------------------- Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C #124 Carlsbad Blvd/ Ponto Drive B 16.4 0.557 C 30.8 0.841 +14.489 D/V #125 Carlsbad Blvd. I Beach Way 0.0 0.000 B 14 .6 0.466 +14.584 D/V #126 Carlsbad Blvd. / Avenida Encin E 13.6 0.497 B 19.6 0.596 + 6.055 D/V #127 Ponto Dr. / Avenida Encinas C 31.7 0.335 D 36.2 0.625 + 4.494 D/V #128 Carlsbad Blvd. I La Costa Ave C 34 .3 0.718 F 87.4 1.117 +53.169 D/V #129 Vulcan/ La Costa Ave. F 131.6 0.000 F 394.4 0.000 +262 .790 D/V #130 I-5 SB Ramps/ La Costa Ave. C 27.5 0.693 C 27.2 0.763 -0.307 D/V #131 I -5 NB Ramps/ La Costa Ave. C 23.0 0.672 C 24 .3 0 .686 + 1. 329 D/V #132 Piraeus/ La Costa Ave. B 11.1 0.653 B 11.0 0.666 -0 .042 D/V #133 El Camino Real / La Costa Ave. D 39.4 0.864 D 39.9 0.864 + 0.460 D/V #134 Carlsbad Blvd/ Leucadia Ave D 48.0 0.751 D 50.1 0.809 + 2 .138 D/V #201 La Costa Avenue and Sheridan R C 16.4 0.000 C 23.B 0.000 ' 7.385 D/V Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 7 07~2007 13:48 2010 PM+ project Filename: 2010PM-2.0UT Wed Jul 18, 2007 13:48:24 Ponto Vi sion Plan 2010 + Project Condit ions PM Peak Hour ------------------------- Level Of Service Computation Report Pa_ge Page 5-1 2000 HCM Operations Method (Future Volume Alternative) ..••..•....•..........................•..•..•.•....•............................ Intersect ion #101 Avenida Encinas/ Palomar Airport Rd . •.••.......•..•.•..........................................•..•....••........... Cycle (sec): Loss Time (sec): Optimal Cycle: 100 16 (Y+R=4.0 sec) 106 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.872 47.0 D .......•.......•................................................................ Street Name: Avenida Encinas Palomar Airport Rd Approach : North Bound South Bound East Bound West Bound Movement : L T R L T R L T R L T R ------------1---------------1 1---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights, Include Include Include Include Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 1 0 1 1 1 0 0 1 1 0 0 1 0 1 o 1 0 1 ------------1---------------11---------------11---------------11---------------1 Vol ume Module, Base Vol: 75 120 385 378 87 184 59 318 31 249 519 314 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 Initial Bse, 75 120 385 378 87 184 59 318 31 249 519 314 Added Vol : 0 1 2 0 2 2 1 10 0 3 41 0 PasserByVol: o 0 0 0 0 0 o 0 o o 0 0 Initial Fut: 75 121 387 378 89 186 60 328 31 252 560 314 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9S 0.95 0.95 0 .95 0.95 PHF Volume: 79 127 407 398 94 196 63 345 33 265 589 331 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 79 127 407 398 94 196 63 345 33 265 589 331 PCE Adj: 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1 .00 1.00 1.00 1.00 1 .00 1 .00 1.00 1.00 Final Vol., 79 127 407 398 94 196 63 345 33 265 589 331 ------------1 ---------------11---------------1 1---------------11---------------1 Sat uration Flow Modul e , Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 0.95 1.00 0.85 0.96 0.96 0.85 0.95 0.99 0.99 0.95 1.00 0.85 Lanes: 1.00 1.00 1 .00 1 .62 0 .38 1.00 1.00 0.91 0.09 1.00 1.00 1 .00 Final Sat.: 1805 1900 1615 2956 696 1615 1805 1713 162 1805 1900 1615 ------------1---------------11---------------11 ---------------11---------------1 Capacity Analysis Vol/Sat: 0.04 Crit Moves: Module: 0.07 0.25 Green/Cycle : Volume/Cap: Delay/Veh: User DelAd j: AdjDel/Veh : LOS by Move: HCM2kAvgQ: 0.15 0.28 0.30 0.24 38 .8 28.1 1. 00 1. 00 38.8 28.1 D C 2 3 0.28 0.91 56.4 1.00 56.4 E 16 0.13 0.13 .... 0.15 0.28 0.91 0.48 60.6 30.2 1.00 1.00 60.6 30.2 E C 11 7 0 .12 0.28 0. 43 30.1 1.00 30.1 C 5 0.03 0.20 .... 0.07 0 .24 a.so 0.04 47.9 50.0 1.00 1.00 47.9 50.0 D D 3 14 0.20 0 .24 0.84 so.a 1.00 so.a D 14 0 .15 0 .31 .... 0 .17 0 .34 0.84 0.91 58.5 47.6 1. 00 1. 00 58.S 47.6 E D 11 21 0.20 0 .34 0.60 29.0 1.00 29.0 C 9 ...•.•...•....•.••••••••••••......•....•..•....•...••............•..•.••..•.••.. Note: Queue report ed is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 8 07~2007 13:48 2010 PM+ project Filename, 2010PM-2.OUT Wed Jul 18, 2007 13:48:24 Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Level Of Service Computation·Report Pa.9.e Page 6-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #102 I-5 SB Ramps/ Palomar Airport Rd. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): Loss Time (sec): 8 (Y+R=4. o sec) 35 Average Delay (sec/veh): 0.545 16.0 B Optimal Cycle: Level Of Service: Street Name: I-5 SB Ramps Palomar Airport Rd Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Ignore Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 1 0 0 0 2 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol, o o o 583 o 218 o 1198 273 o 1115 1221 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 0 0 0 583 0 218 0 1198 273 0 1115 1221 Added Vol: 0 0 0 o· 0 40 0 12 0 0 5 0 PasserByVol: 0 0 0 0 o o o o o o o o Initial Fut: 0 0 0 583 0 258 0 1210 273 0 1120 1221 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.00 PHF Volume: 0 0 0 614 0 272 0 1274 287 0 1179 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 o Reduced Vol: 0 0 0 614 0 272 0 1274 287 0 1179 o PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1:00 1.00 1.00 0.00 Final Vol.: 0 0 0 614 0 272 0 1274 287 0 1179 0 ------------1---------------11---------------11---------------11---------------1 ·saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.92 1.00 0.85 1.00 0.88 0.88 1.00 0.95 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.45 0.55 0.00 2.00 1.00 Final Sat.: 0 .0 0 3502 0 1615 0 4114 928 0 3610 1900 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.18 0.00 0.17 0.00 0.31 0.31 0.00 0;33 0.00 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh, User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.00 0.00 0.00 0.00 0. 0 0. 0 1. 00 1. 00 o.o 0.0 A A 0 0 0.00 0.00 0.0 1.00 0.0 A 0 0.32 0.00 0.55 0.00 28.5 0.0 1. 00 1. 00 28.5 0.0 C A 8 0 0.32 0.52 28.7 1.00 28.7 C 7 0.00 0.60 0.00 0.52 o.o 11.8 1.00 1.00 0. 0 11. 8 A B 0 10 0.60 0.52 11.8 1.00 11.8 B 10 0.00 0.60 o.oo 0.55 o.o 12.2 1.00 1.00 0.0 12.2 A B 0 11 0.00 0.00 0.0 1.00 0.0 A 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 9 07/18/2007 13:48 2010 PM+ project Filename: 2010PM-2.OUT Pa.9.e 10 Wed Jul 18, 2007 13:48:24 Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Page 7-1 ******************************************************************************** Intersection #103 I-5 NB Ramps/ Palomar Airport Rd ******************************************************************************** Cycle ·(sec): Loss Time (sec) Optimal Cycle: 100 12 (Y+R=4.0 sec) 141 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.953 33.4 C ******************************************************************************** Street Name: I-5 NB RAmps Palomar Airport Rd Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T -R L T R ------------1---------------11---------------11---------------11--------------:1 Control: P~rmitted Prote~ted Protect~d Protected Rights: Include Include Include Include Min. Green, 0 0 0 0 0 0 o o o o 0 0 Lanes: 0 1 0 o 2 o o o o o 1 o 3 o o o o 3 o 2 ------------1---------------11--------"------I 1---------------11---------------1 Volume Module: Base Vol: 103 0 613 o o o 290 1300 o 0 2023 1180 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 103 0 613 0 0 o 290 1300 o o 2023 1180 Added Vol: 0 0 0 0 0 0 9 3 0 0 5 0 PasserByVol: o o o o o o o o O O o o Initial Fut: 103 0 613 0 · 0 o · 299 1303 o o 2028 1180 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 108 0 645 0 0 0 315 1372 0 0 2135 1242 Reduct Vol: 0 0 0 0 0 0 o o o o o 0 Reduced Vol: 108 O 645 O O o 315 1372 o o 2135 1242 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 108 o 645 o ·o o 315 1372 o o 2135 1242 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.71 1.00 0.75 1.00 1.00 1.00 0.95 0.91 1.00 1.00 0.91 0.75 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 1.00 3.00 0.00 0.00 3.00 2.00 Final Sat.: 1357 0 2842 o o o 1805 5187 0 o 5187 2842 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0 .. 08 0.00 0.23 0.00 0.00 0.00 0.17 0.26 0.00 0.00 0.41 0.44 Crit Moves, Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.24 o.oo 0.34 0.00 32.1 1.00 32.1 C 3 o.o 1.00 0.0 A 0 0.24 0.95 61. 0 1.00 61. 0 E 16 0.00 0.00 0.00 0.00 0. 0 0. 0 1.00 1.00 0.0 o.o A A 0 0 0.00 o.oo 0.0 1.00 0.0 A 0 0.18 0.64 0.95 0.41 77.5 8.8 1.00 1.00 77.5 8.8 E A 14 7 0.00 o.oo 0. 0 1.00 o.o A 0 0.00 0.46 0.00 0.90 0.0 29.9 1.00 1.00 0 :o 2 9. 9 A C 0 26 0.46 0.95 41.1 1.00 41. l D 26 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/20_0_7 13 :48 2010 PM+ project Filename: 2010PM-2.0UT Wed Jul 18, 2007 13:48:24 Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Level Of Service Computation Report Pa.9.e 11 Page 8-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #104 Paseo Del Norte/ Palomar Airport Rd. ******************************************************************************** Cycle (sec): Loss Time ( sec) : Optimal Cycle: 120 16 (Y+R=4.0 sec) 115 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.868 41. 0 D ******************************************************************************** Street Name: Paseo Del Norte Palomar Airport Rd. Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 7 10 10 7 10 10 . 7 10 10 7 10 10 Lanes: 2 o 1 1 o 2 O 1 1 O 2 O 2 1 O 2 O 4 O 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 300 175 145 254 295 300 368 1214 455 277 2393 287 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 300 175 145 254 295 300 368 1214 455 277 2393 287 Added Vol: 0 0 0 0 0 4 3 1 0 0 1 0 PasserByVol: O O o O O O O O O O O O Initial Fut: 30'0 175 14'5 25'4 295 304 371 1215 455 277 2394 287' User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 316 184 153 267 311 320 391 1279 479 292 2520 302 Reduct Vol: O O O O O O O O O O O 0 Reduced Vol: 316 184 153 267 311 320 391 1279 479 292 2520 302 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 316 184 153 267 311 320 391 1279 479 292 2520 302 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.89 0.89 0.92 0.88 0.88 0.92 0.87 0.87 0.92 0.91 0.85 Lanes: 2.00 1.09 0.91 2.00 1.00 1.00 2.00 2.18 0.82 2.00 4.00 1.00 Final Sat.: 3502 1840, 1525 3502 1668 1668 3502 3619 1355 3502 6916 1615 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.09 0.10 0.10 0.08 0.19 0.19 0.11 0.35 0.35 0.08 0.36 0.19 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.10 0.18 0.87 0.55 72.3 45.9 1. 00 1. 00 72.3 45.9 E D 9 7 0.18 0.55 45.9 1.00 45.9 D 7 0.14 0.21 0.55 0.87 49.7 56.4 1. 00 1. 00 49.7 56.4 D E 5 15 0.21 0.89 59.7 1.00 59.7 E 15 0.13 0.44 0.87 0.80 67.6 30.8 1.00 1.00 67.6 30.8 E C 10 22 0.44 0.80 30.8 1.00 30.8 C 22 0.10 0.42 0.80 0.87 64.0 34.8 1. 00 1. 00 64.0 34.8 E C 7 26 0.56 0.34 14.7 1.00 14.7 B 6 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 07illf.2007 13:48 2010 PM+ project Filename: 2010PM-2.0UT Wed Jul 18, 2007 13:48:24 Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Level Of Service Computation Report Pa.9.e 12 Page 9-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #105 Armada/ Palomar Airport Rd ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 i"6 (Y+R=4.0 sec) 142 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.924 47.8 D Street Name: Armada Palomar Airport Rd Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 O O 1 o 2 O 1 O 1 2 o 3 O 1 1 O 3 O 1 ------------1~--------------11---------------11---------------11---------------1 Volume Module: Base Vol: 338 94 254 325 68 293 166 919 138 275 2150 102 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 338 94 254 325 68 293 166 919 138 275 2150 102 Added Vol: 0 0 0 0 0 0 O 1 0 0 1 0 PasserByVol: o o o o o o O O o o o o Initial Fut: 338 94 254 325 68 293 166 920 138 275 2151 102 User Adj: 1.00 1.00 1.00 1.06 1.00 1.00 1.00· 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 356 99 267 342 72 308 175 968 145 289 2264 107 Reduct Vol: o o o O O o o o O O O O Reduced Vol: 356 99 267 342 72 308 175 968 145 289 2264 107 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 356 99 267 342 72 308 175 968 145 289 2264 107 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.89 0.89 0.92 1.00 0.85 0.92 0.91 0.85 0.95 0.91 0.85 Lanes: 2.00 0.27 0.73 2.00 1.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3502 457 1236 3502 1900 1615 3502 5187 1615 1805 5187 1615 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.10 0.22 0.22 0.10 0.04 0.19 0.05 0.19 0.09 0.16 0.44 0.07 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh, User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.12 0.23 0.87 0.93 69.2 73.1 1. 00 1. 00 69.2 73.1 E E 9 17 0.23 0.93 73.1 1.00 73.1 E 17 0.11 0.22 0.22 0.93 0.17 0.87 82.6 38.1 64.3 1.00 1.00 1.00 82.6 38.1 ,64.3 F D E 10 2 14 0.06 0.28 0.86 0.66 84.0 38.9 1.00 1.00 84.0 38.9 F D 6 12 0.28 0.32 34 .2 1.00 34.2 C 4 0.24 0.47 0.66 0.93 44.4 36.9 1. 00 1. 00 44.4 36.9 D D 10 33 0.47 0.14 18.1 1.00 18.1 B 2 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 07LJJ1L.2007 13:48 2010 PM+ project Filename: 2010PM-2.OUT Wed Jul 18, 2007 13:48:24 Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Level Of Service Computation Report Page 13 Page 10-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #106 Palomar Airport Rd. / Hidden Valley ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 12 (Y+R=4.0 sec) 64 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0. 718 16.4 B ******************************************************************************** Hidden Valley Palomar Airport Rd. Street Name, Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 o 1 o 1 o 1 o 1 1 0 3 0 1 1 0 2 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 97 O 55 48 4 86 70 1696 157 42 2405 20 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00. 1.00 Initial Bse: 97 o 55 48 4 86 70 1696 157 42 2405 20 Added Vol: 0 0 20 0 0 0 0 1 0 30 1 0 PasserByVol: o o 0 0 0 0 0 0 0 0 0 0 Initial Fut: 97 o 75 48 4 86 70 1697 15~ 72 2406 20 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95· 0.95-0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 102 0 79 51 4 91 74 1786 165 76 2533 21 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 102 o 79 51 4 91 74 1786 165 76 2533 21 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 102 0 79 51 4 91 74 1786 165 76 2533 21 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.95 1.00 0.85 0.95 0.91 0.85 0.95 0.91 0.91 Lanes: 1.00 0.00 1.00 1.00 1.00 1.00 1.00 3.00 1.00 1.00 2.98 0.02 Final Sat.: 1805 o 1615 1805 1900 1615 1805 5187 1615 1805 5139 43 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.06 o.oo 0.05 0.03 o.oo 0.06 0.04 0.34 0.10 0.04 0.49 0.49 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.08 0.00 0.72 0.00 71.0 0.0 1. 00 1. 00 71.0 0.0 E A 5 0 0.00 xxxx 0.0 1.00 0.0 A 13 0.09 0.08 0.32 0.03 52.5 50.6 1. 00 1. 00 52.5 50.6 D D 2 0 0.08 0.67 66.0 1.00 66.0 E 5 **** 0.06 0.63 0.70 0.55 74.3 12.6 1.00 1.00 74.3 12.6 E B 4 13 0. 71 0.14 5. 7 1.00 5.7 A 2 0.11 0.68 0.39 0.72 51.3 12.9 1.00 1.00 51.3 12.9 D B 3 22 0.68 0. 72 12.9 1.00 12.9 B 22 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07LJJ1L.2007 13:48 2010 PM+ project Filename: 2010PM-2.OUT Wed Jul 18, 2007 13:48:24 Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Level Of Service Computation Report Page 14 Page 11-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #107 College Blvd/ Palomar Airport Rd ******************************************************************************** Cycle (sec) , Loss Time (sec): Optimal Cycle: 120 16 (Y+R=4.0 sec) 114 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.867 42.0 D ******************************************************************************** College Blvd Palomar Airport Rd Street Name, Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1--~------------I 1---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 o 2 0 1 2 o 1 1 1 2 o 3 0 1 2 0 3 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 155 136 114 71 487 694 363 978 264 250 1636 92 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 155 136 114 71 487 694 363 978 264 250 1636 92 Added Vol: 8 0 0 0 0 23 15 1 5 0 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 163 136 114-7.,1 487 71? 378 979 269 250 1637· 92 user Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0:95 0.95 0.95 0.95 0.95 0:95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 172 143 120 75 513 755 398 1031 283 263 1723 97 Reduct Vol: o O o o o o o o o o o o Reduced Vol: 172 143 120 75 513 755 398 1031 283 263 1723 97 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 172 143 120 75 513 755 398 1031 283 263 1723 97 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 0.87 0.87 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 2.00 1.00 2.00 1.21 1.79 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3502 3610 1615 3502 1995. 2938 3502 5187. 1615 3502 5187 1615 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.05 0.04 0.07 0.02 0.26 0.26 0.11 0.20 0.18 0.08 0.33 0.06 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.06 0.21 0.84 0.19 81.4 39.3 1.00 1.00 81.4 39.3 F D 5 2 0.21 0.36 41.3 1.00 41.·3 D 4 0.15 0.30 0.15 0.87 44.9 46.0 1.00 1. 00 44.9 46.0 D D 1 18 0.30 0.87 46.0 1.00 46.0 D 18 0.13 0.37 0.87 0.53 67.4 29.8 1.00 ·1.00 67.4 29.8 E C 10 11 0.37 0.47 29.3 1.00 29.3 C 8 0.14 0.38 0.53 0.87 49.0 38.7 1.00 1.00 49.0 38.7 D D 5 24 0.38 0.16 24.5 1.00 24.5 C 2 ******************************************************************************** Note, Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:48 Filename: 2010PM-2.0UT Pa.9:e 15 2010 PM+ project Wed Jul 18, 2007 13:48:24 Page 12-1 Ponto Vision Plan 2010 + Project Conditions PM Peak Hour ------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #108 Palomar Airport/ Camino Vida Roble ******************************************************************************** Cycle (sec): 120 Critical Vol./Cap. (X): Loss Time (sec): 16 (Y+R=4.0 sec) 66 Average Delay (sec/veh): 0.657 35.0 C Optimal Cycle: Level Of Service: ******************************************************************************** Street Name: Camino Vida Roble Palomar Airport Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 0 0 1 0 1 0 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 410 31 137 123 95 175 47 1100 214 100 1000 40 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 410 31 137 123 95 175 47 1100 214 100 1000 40 Added Vol: 0 0 0 0 0 0 0 1 0 0 1 0 PasserByVol: 0 0 0 0 0 0 0 o o 0 0 o Initial Fut: 410 31 137 123 95 175 4~ 1101· 214 100 1001 40 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0,95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 432 33 144 129 100 184 49 1159 225 105 1054 42 Reduct Vol: 0 o o 0 0 0 o o o 0 0 0 Reduced Vol: 432 33 144 129 100 184 49 1159 225 105 1054 42 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 432 33 144 129 100 184 49 1159 225 105 1054 42 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.88 0.88 0.95 1.00 0.85 0.95 0.89 0.89 0.95 0.90 0.90 Lanes: 2.00 0.18 0.82 1.00 1.00 1.00 1.00 2.51 0.49 1.00 2.88 0.12 Final Sat.: 3502 308 1360 1805 1900 1615 1805 4239 824 1805 4958 198 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.12 0.11 0.11 0.07 0.05 0.11 0.03 0.27 0.27 0.06 0.21 0.21 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.19 0.22 0.66 0.49 47.6 42.4 1.00 1.00 47.6 42.4 D D 9 6 0.22 0.49 42.4 1.00 42.4 D 6 0.15 0.17 0.49 0.30 48.6 43.8 1. 00 1. 00 48.6 43.8 D D 5 3 0.17 0.66 51. 8 1.00 51. 8 D 7 0.11 0.42 0.25 0.66 49.7 28.9 1.00 1.00 49.7 28.9 ·D C 2 15 0.42 0.66 28.9 1.00 28.9 C 15 0.09 0.40 0.66 0.54 62.4 28.0 1. 00 1. 00 62. 4 2 8. 0 E C 5 11 0.40 0.54 28.0 1.00 28.0 C 11 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:48 Filename: 2010PM-2.0UT Pa.9:e 16 2010 PM+ project Wed Jul 18, 2007 13:48:25 Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Page 13-1 ******************************************************************************** Intersection #109 El Camino Real/ Palomar Airport Road ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 16 (Y+R=4.0 sec) 180 Critical Vol./Cap. (X), Average Delay (sec/veh): Level Of Service: 1.124 78.4 E ******************************************************************************** Street Name: El Camino Real Palomar Airport Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Ovl Ovl Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 o 3 o 2 2 o 3 o 1 2 o 2 1 o 2 o 3 O 2 ------------1---------------11---------------11---------------11---------------1 Volume Module: · Base Vol: 91 830 636 891 1104· 151 285 1602 103 613 729 627 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 91 830 636 891 1104 151 285 1602 103 613 729 627 Added Vol: 0 0 10 0 0 0 0 1 0 14 1 0 PasserByVol: o o o 0 0 o o o 0 0 0 0 Initial Fut: 91 830 646 891 1104 151! 285 160-3 103 627 730 627 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 96 874 680 938 1162 159 300 1687 108 660 768 660 Reduct Vol: 0 0 o 0 0 0 0 0 0 0 0 0 Reduced Vol: 96 874 680 938 1162 159 300 1687 108 660 768 660 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 96 874 680 938 1162 159 300 1687 108 660 768 660 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.75 0.92 0.91 0.85 0.92 0.90 0.90 0.92 0.91 0.75 Lanes: 1.00 3.00 2.00 2.00 3.00 1.00 2.00 2.82 0.18 2.00 3.00 2.00 Final Sat.: 1805 5187 2842 3502 5187 1615 3502 4830 310 3502 5187 2842 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.05 0.17 0.24 0.27 0.22 0.10 0.09 0.35 0.35 0.19 0.15 0.23 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.08 0.15 0. 66 1. 12 64.5 123 1. 00 1. 00 64.5 123 E F 5 20 0.32 0.75 40.4 1.00 40.4 D 14 0.24 0.31 1.12 0.73 116.8 38.7 1.00 1.00 116.8 38.7 F D 28 15 0.44 0.23 21. 3 1.00 21.3 C 4 0.13 0.31 0.31 0.17 0.35 0.66 1.12 1.12 1.12 0.42 53.5 106 106.0 126.1 30.0 1.00 1.00 1.00 1.00 1.00 53.5 106 106.0 126.1 30.0 D F F F C 7 37 37 21 8 0.35 0.66 34.8 1.00 34.8 C 12 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE . .Q.2.L.ili 2 Q_Q7_ 13 : 4 B 2010 PM+ project Filename: 2010PM-2.0UT Wed Jul 1B, 2007 13:48:25 Ponto Vision Plan .2010 + Project Conditions PM Peak.Hour Pa9.e 17 Page 14-1 ---------------------------------~---------~------------------------------- Level Of Service Computation·Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #110 Palomar Airport Road/ El Fuerte ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 Critical Vol./Cap. (X): 16 (Y+R=4.0 sec) Average Delay (sec/veh): 114 ·Level Of Service: 0.866 30.4 C ******************************************************************************** Street Name: El Fuerte Palomar Airport Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include· Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 o 1 1 o 2 o 1 1 O 2 o 3 o 1 2 o 2 1 o --~---------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 47 32 103 342 204. 181 72 2650 152 134 1523 34 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 47 32 103 342 204 1B1 72 2650 152 134 1523 34 Added Vol: 0 0 0 O O O O 10 0 0 15 0 PasserByVol: O o o o o o o o O o o o Initial Fut: 47, 32 103 342 204 1B1 72 2660 152 134 1538 34 User Adj: 1:00 -1: 00 1. 00 1. 00 1. 00 1. 00 1. 00 ·l. 00 '. 1-:-00-0-h 00 1.-00-1. 00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0~95 0.95 PHF Volume: 49 34 10B 360 215 191 76 2B00 160 141 1619 36 Reduct Vol: O O O o O O o O · O O O o Reduced Vol: 49 34 10B 360 215 191 76 2B00 160 141 1619 36 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1._00 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 49 34 10B 360 215 191 76 2800 160 141 1619 36 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.B4 0.84 0.92 O.BB O.BB 0.92 0.91 O.B5 0.92 0.91 0.91 Lanes: 2.00 1.00 1.00 2.00 1.06 0.94 2.00 3.00 1.00 2.00 2.94 0.06 Final Sat.: 3502 1599 1599 3502 1779 157B 3502 5187 1615 3502 5060 112 ------------1---------------11---------------1l--~------------11---------------1 Capacity Analysis.Module: Vol/Sat: 0.01 0.02 0.07 0.10 0.12 o.i2 0.02 0.54 0.10 0.04 o.32 0.32 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.06 0.0B 0.22 0.25 53.7 51.7 1.00 1.00 53.7 51.7 D D 1 1 0.0B O.Bl 78.5 1.00 7B.S E 6 **** 0.12 0.13 O.B9 0.90 72.S 71.5 1. 00 1. 00 72 .s 71.5 E E 10 11 0.13 0.90 71.5 1.00 71. 5 E 11 0.10 0.61 0.21 O.B9 49.6 23.3 1. 00 1. 00 49.6 23.3 D C 1 35 0.61 0.16 10.3 1.00 10.3 B 0.06 0.56 0.69 0.57 65.1 17.0 1.00 1.00 65.1 17.0 E B 4 14 0.56 _o. s1 17.0 1.00 17.0 B· 14 ****************~*************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.B.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/1B/2007 13:4B Filename: 2010PM-2.0UT Pa9.e 1B 2010 PM+ project Wed Jul 1B, 2007 13:48:25 Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Level Of Service Computation Report 2000 HCM.Operations Method (Future Volume Alternative) Page 15-1 ******************~************************************************************* Intersection #111 Palomar Airport Road/ Melrose Drive ****************~*************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 16 · (Y+R=4.0 sec) 1B0 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service: 0.983 so. 9 · D ******************************************************************************** Street Name: Melrose Drive Palomar Airport Road Approach: North Bound South Bound East Bound West Bound Movement=· L T R L T R L T R L T R ------------1---------------11---------~-----I 1---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 O 4 O 1 2 o 3 O 1 2 o 3 o 1 2 o 3 o 1 ------------1---------------11---------------11---------------I l---~-----------1 Volume Module: ~ Base Vol: 195 437 253 96 750 450 328 1706, 2B6 505 12B4 62 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 195 437 253 96 750 450 32B 1706 2B6 505 1284 62 Added Vol: 0 0 0 0 0 O O 10 0 0 15· 0 PasserByVol: O o o o o O o O o o O o Initial Fut: 195 43, 25~ 96 750 450' 32B 1716 286 505 1299 62 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 205 460 266 101 7B9 474 345 1806 301 532 1367 65 Reduct Vol: O o o O o o o o o o o o Reduced Vol: 205 460 266 101 7B9 474 345 1B06 301 532 1367 65 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF ~dj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 F1nal Vol.: 205 460 266 101 7B9 474 345 ·1B06 301 532 i36.7 65 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 O.B5 0.92 0.91 O.B5 0.92 0.91 0.85 0.92 0.91 O.B5 Lanes: 2.00 4.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat,: 3502 6916 1615 3502 51B7 1615 3502 51B7 1615 3502 5187 1615. ------------1---------------11---------------11---------------1 l-0 -------------I Capacity Analysis Module: Vol/Sat: 0.06 0.07 0.16 0.03 0.15 0.29 0.10 0.35 0.19 0.15 0.26 0.04 Crit Moves: **** Green/Cycle: 0.06 0.26 Volume/Cap: 0.98 0.25 Delay/Veh: 113.6 34.8 User DelAdj: 1.00 1.00 AdjDel/Veh: 113.6 34.B LOS by Move: F C HCM2kAvgQ: 7 4 0.26 0.62 41. 7 1.00 41. 7 D 9 0.09 0.30 0.31 0.51 51.3 35.1 1.00 1.00 51.3 35.1 D D 2 9 0.30 0.9B 78.3 1.00 7B.3 E 23 0.14 0.35 0. 71 0. 9B 54.3 55.5 1.00 1.00 54.3 55.5 D E B 30 0.35 0.53 31.7 1.00 31. 7 C 9 0.15 0.37 0.98 0.71 84.8 33.6 1.00 1.00 B4.B 33.6 F C 15 17 0.37 0 .11 24.9 1.00 24.9 C 2 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.B.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13,48 2010 PM+ project Filename, 2010PM-2.0UT Wed Jul 18, 2007 13,48,25 Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Level Of Service .Computation Report Pag_e 19 Page 16-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #112 Carlsbad Blvd. / Island Way. ******************************************************************************** Cycle ( sec) , Loss Time (sec) , Optimal Cycle, 100 12 (Y+R=4. O sec) 39 Critical Vol./Cap. (X), Average Delay (sec/veh), Level Of Service, 0.423 7.2 A ******************************************************************************** Street Name, Approach, Movement: Carlsbad Blvd. Island Way North Bound South.Bound East Bound West Bound L T R L T R L T R L T R ----------~~i---------------11---------------11---------------11---------------1 Control, Protected Protected Protected Protected Rights, Include Include Include Include Min. Green, 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, o o 1 1 O 1 O 2 O o O O O O O 1 O O O 1 ------------1---------------11---------------11---------------1 l------~--------1 Volume Module, Base Vol, Growth Adj, Initial Bse, Added Vol, PasserByVol, Initial Fut, User Adj, PHF Adj, PHF Volume, Reduct Vol, 0 1054 1.00 1.00 0 1054 0 27 0 0 0 1081 1.00 1.00 0.95 0.95 0 1138 0 0 23 1.00 23 0 0 23 1.00 0.95 24 0 74 1185 0 0 1.00 1.00 1.00 1. 00 1. 00 74 1185 0 0 0 0 66 0 0 0 0 0 0 0 0 74· 1251' 0, 0 0 1.00 1:oo--1"'-00--1.00-1.00 0.95 0.95 0.95 0.95 0.95 78 1317 0 0 0 0 0 0 0 0 0 1.00 0 0 0 0 1.-00 0.95 0 0 22 0 1.00 1.00 22 0 0 0 0 0 22 0 1.00 1.00 0.95 0.95 23 0 0 0 10 1.00 10 0 0 10 1.00 0.95 11 0 Reduced Vol: o 1138 24 78 1317 o 0 0 0 23 0 11 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj,_ 1.00 1.00 1_.00 l_.00 1.00 1.00 .'1.00 1.00 1.00 1.00 1.00 1.0_0 Final Vol., 0 1138 24 78 1317 0 0 0 0 23 0 11 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: · Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 1.00 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.85 Lanes, 0.00 1.96 0.04 1.00 2.00 0.00 0.00 0.00 0,00 1.00 0.00 1.00 Final Sat., o 3524 75 . 1805 3610 ·o o : o o 1805 o 1_615 --c---------l--~------------11-----,---------11---------------1 lc--------,-----1 Capacity Analysis Module, · Vol/Sat, 0.00 0.32 0.32 0.04 0.36 0.00 0.00 0.00. 0.00 0.01 0.00 0.01 Crit Moves, Green/Cycle, Volume/Cap, Delay/Veh, User DelAdj, AdjDel/Veh, LOS by Move, HCM2kAvgQ, 0.00 0.69 0.00 0.47 0.0 7.3 1.00 1.00 o.o 7.3 A A 0 9 0.69 0.47 7. 3 1.00 7. 3 A 9 **** 0.09 0.78 0.47 0.47 45.2 3.9 1.00 1.00 45.2 3.9 D A 3 8 o.oo 0.00 0.0 1.00 0.0 A 0 0.00 0.00 0.00 o.oo 0. 0 0. 0 1. 00 1. 00 0.0 0.0 A A 0 0 0.00 0.00 o.o 1.00 o.o A. 0 q.10 0.00 0.13 0 .oo 41.3 0.0 1.00 1.00 41.3 0.0 D A 1 0 **** 0.10 0.07 40.9 1.00 40.9 D 0 ******************************************************************************** Note, Queue reported is the number of cars per -lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE ,;;, 07/18/2007 13,48 2010 PM+ project Filename, 2010PM-2.0UT Wed Jul 18, 2007 13,48,25 ------------------- Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Pag_e 20 Page 17-1 **********************************************************~********************* Intersection #113 Carlsbad Blvd/ Breakwater Rd. ******************************************************************************** Cycle (sec) , Loss Time (sec), Optimal Cycle, 100 ~2 (Y+R=4:0 sec) 39 Critical Vol./Cap. IX), Average Delay (sec/veh) Level Of Ser~ice, 0.379 6.2 A ***********~******************************************************************** Street Name, . Approach, Movement: Carlsbad Blvd Breakwater Rd. North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------0 -----I 1---------------11---------------11---------------1 Control, Rights, Min. Green: Lanes: Permitted Protected Protected Protected Include Include Include Include 7 10 10 7 10 10 7 10 10 7 10 10 1 0 1 1 0 1 0 2 0 0 0 0 0 0 0 :1 0 · 0 0 1 ------------1--------•------I 1---------------11---------------11---------------1 Volume Module, Base Vol, o 991 29 28 1012 o O O O 30 0 17 Growth Adj, 1.00, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, o 991 29 28 1012 o o o O 30 · O' 17 Added Vol, O 2 7 0 0 66 0 0 0 0 0 0 _o PasserByVol, o o o O O o · O · O O O O O Initial Fut, O 1018 29 20· 1078 o o o o 30 o 17 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj, 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume, 0 1072 31 · 29 1135 0 0 0 0 32 0 18 Reduct Vol, o o O O O O O O O O O O Reduced Vol, O 1072 31 29 1135 O O O O 32 O 18 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.oo· 1.00 Final· Vol., -· o 1072 31 29· 1135 o o· ·O o· 3·2 o 18 ------------f---------------11---------------11----------•----I 1---------------1 Saturation Flow Module, Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1·.00 0.95 1.00 0.85 Lanes, 1.00·1.94 0.06 1.00 2.00 0.00 o.oo o.oo 0.00 1.00 o.oo 1.00 Final Sat., 1900 3496 100 1805 3610 o o o O 1805 o · 1615 ------------1---0 -----------I 1-.-------,0 ----I 1---------------1·1~--------------I Capacity Analysis Module, Vol/Sat, 0.00 0.31 0.31 0.02 0.31 0.00 0.00 0.00 0.00 0.02 0.00 0.01 Crit Moves: **** **** Green/Cycle, o.oo 0.71 0.71 0.07 0.78 0.00 0.00 0.00 0.00 0.10 0.00 0.10 ,Volume/Cap, 0.00 0.43 0.43 0.23 0.40 0.00 0.00 0.00 0.00 0.17 o.oo 0.11 Delay/Veh, 0.0 6.2 6.2 44.9 3.6 0.0 0.0 0.0 0.0 41.7 0.0 41.3 User DelAdj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh, 0.0 6.2 6.2 44.9 3.6 0.0 0.0 0.0 0.0 41.7 0.0 41.3 LOS by Move, A. A A D ··A A . A -'A A D A D HCM2kAvgQ, 0 7 7 1 6 0 0 0 0 1 0 1 ******************************************************************************** Note, Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:48 2010 PM+ project Filename: 2010PM-2.0UT Wed Jul 18, 2007 13:48:25 ------------------------- Ponto Vision Plan· 2010 + Project Conditions PM Peak Hour Level Of Service Computation Report Pa.9:e 21 Page 18-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection n114 Carlsbad Blvd. / Poinsettia Lane ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 16 (Y+R=4.0 sec) 121 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.912 54.6 D ******************************************************************************** Street Name: Carlsbad Blvd. Poinsettia Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ---~--------1---------------11----,----------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 o 2 o 1 2 o 2 o 1 1 O 1 O 1 1 o O O 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 12 729 320 167 910 49 7 20 17 348 o 170 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 729 320 167 910 49 7 20 17 348 o 170 Added Vol: 0 27 208 0 66 O O O O 270 0 0 PasserByVol: o O O O o O O O O o o o Initial Fut: 12 756 528 167· 976 49 7 20 17 618 o 170 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 ·Q. 95 0. 95 PHF Volume: 13 796 556 176 1027 52 7 21 18 651 ' 0 179 Reduct Vol: O O O O O O O O O O O O Reduced Vol: 13 796 556 176 1027 52 7 21 ·18 651 o 179 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00·1.oo 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOO 1.00 1.00 . 1.00 Final Vol.: 13 796 556 176 1027 52 7 21 18 651 0 179 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.92 0.95 0.85 0.95 1.00 0.85 0.95 1.00 0.85 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00.0.00 1.00 Final Sat.: 1805 3610 1615 3502 ,3610 1615 1805,1900 1615 1~05 .o 1615 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.22 0.34 0.05 0.28 0.03 0.00 0.01 0.01 0.36 0.00 0.11 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.08 0.33 0.09 0.67 43.0 30.6 1.00 1.00 43.0 30.6 D C 0 12 0.33 1;05 87.0 1.00 87.0 F 26 **** 0.07 0.32 0.72 0.89 55.3 41.5 1.00 1.00 55.3 41.5 E D 4 19 0.32 0.10 24.0 1.00 24.0 C 1 0.17,0.10 0.10 0.02 0.11 0.11 34.5 41.2 ,41.3 1.00 1.00 ·1.00 34.5 41.2 41.3 C D D 0 1 1 **** 0.34 0.00 1.05 83.3 1.00 83.3 F· 29 0.00 0. 0 1.00 o.o A 0 0.17 0.65 43.9 1.00 43.9 D 6 ******************************************************************************** Note: Queue reported is the number of cars per la?e· Traffix 7.B.0715 (cl 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/1B/2007 13:48 2010 PM+ project Filename: 2010PM-2.0UT Wed Jul 1B, 2007 13:48:25 Pa.9:e 22 Page 19-1 ·Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) *****************************************************************************.*** Intersection n115 Avenida En,cinas / Poinsettia Lane ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): Loss Time (sec) Optimal Cycle: 12 (Y+R=4.0 sec) 89 Average Delay (sec/veh): Level Of Service: 0.B45 .43 .1 D ******************************************************************************** Street Name: Avenida Encinas Poinsettia Lane Approach: North Bound South Bound East Bound .West Bound Movement: L T . R L T R L. T R L T R ------------l---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: ·1· 0 1 0 1 1 0 1 0 1 1 0 2 1 0 2 0 2· 0 1 ------------1--0 --0 ---------I 1---------------11-------------~-I 1~-----~---~----I Volume Module: Base Vol: 60 99 435 274 13B 96 49 297 74 403 327 213 Gr.owth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 60 99 435 274 138 96 49 297 74 403 327 213 Added Vol: 3 3 54 0 5 0 0 205 2 80 266 0 PasserByVol: o o · O o o o o o o o o o Initial Fut: 63 102 4B9 274 143 96 49· 502, 76, 483 593 21_3 user Adj: 1.00 1.00 · 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ·0.95 0.95 PHF Volume: 66 107 515 288 151 101 52 ·520. 80 50B 624 224 Reduct Vol: O · O O o o O O O o o o O Reduced Vol: 66 107· 515 28B 151 101 52 52B BO· 50B 624 224 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00' 1.00 Final Vol.: 66 107 . 515 28B 151 101 5i 5·2·s BO 508 624 224' ------------1---------------11---------------l l---------------·I I---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.95 1.00 0.85 0.95 O.B9 0.89 0.92 0.95 O.B5 Lanes: 1.00 1.00 1.00 1.00 1.0~ 1.00 1.00 2.61 0.39 2.00 2.00 1.00 Final Sat.: 1B05 1900 1615 1805 1900 1615 1805 4415 668 3502 3610 1615 ------------1-----·----------I l---·-·---------.--l l---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.06 0.32 0.16 0.0B 0.06 0.03 0.12 0.12 0.15 0.17 0.14 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh, User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.23 0.3B 0.16 0.15 30.7 20.6 1.00 1.00 30.7 20.6 C C· 2 2 0.38 O.B4 39.0 1.00 39.0 D 17 **** 0.19 0.33 O.B4 0.24 56.4 24.3 1. 00 1. 00 56.4 24.3 E C 11 3 0.33 0.19 23.9 1.00 23.9 C 2 0.09 0.14 0.32 0.84 43.7 50.9 1.00 1.00 43.7. 50.9 D D 2 9 0.14 0.B4 50.9 1.00 50.9 D 9 0.17 0.22· 0.22 0.B4 0.77 50.7 41.2 1. 00 L 00 50.7 41.2 D D 11 11 0.62 ~B.4 1.00 38.4 D 7 **************************************·****************************************** Note: Queue reported is the number cif cars pe·r lane. Traffix 7.B.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07~2007 13:48 2010 PM+ project Filename: 2010PM-2.0UT Wed Jul 18, 2007 13:48:25 Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Level Of Service Computation Report Pa.9.e i3 Page 20-1 2000 HCM Operations Method (Future Volume Alternative) ***********~******************************************************************** Intersection #116 I-5 SB Ramps/ Poinsettia Lane ******************************************************************************** Cycle (sec): 100 Loss Time (sec):· Optimal. Cycle: 12 (Y+R=4. o sec) 169 Critical Vol./Cap. (X) :· Average Delay (sec/veh): Level Of Service: · 0.983 46.0 D ******************************************************************************** Street·Name: I-5 .SB Ramps Poinsettia Lane Approach: North Bound · South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected ·Permitted Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: o o o o o 1 1 o o 1 o o 2 o 1 2 o 2 o o ------------1---------------11---------------11---------------11---------------1 Volume Module: Base vol: o o o 322 2 265 o 800 394 800 800 o Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: o O o 322 2 265 o 800 394 800 800 O Added Vol: 0 0 0 0 0 225 0 246 13 0 122 0 PasserByVol: o o o o o o o o o o o o Initial Fut: o o o 322 2 490 o 1046 407 800 922 o User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 339 2 516 0 1101 428 842 971 0 Reduct Vol : 0 0 o 0 0 0 0 0 0 0 0 0 Reduced Vol: O o o 339 2 516 o 1101 428 842 971 o PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .MLF Adj: 1.00 1.00 1.00 1.00 LOO 1.00 1.00 1.00 1.00 1.00 LOO 1.00 Final Vol.: 0 0 0 339 2 516 0 1101 428 842 971 0 ------------l---------------11---------------1 I-----·----------I I ---"-----------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.94 0:94 0.85 1.00 0.95 0.85 0.92 0.95 LOO Lanes: 0.00 o.oo. 0.00 1.99 0.01 1.00 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: O O O 3554 22 1615 · o 3610 1615 3502 3610 o ------------1---------------1l------"--------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.10 0.10 0.32 · 0.00 0.31 0.27 0.24 0.27 0.00 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh, User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.00 0.00 0.00 0.00 0.0 0.0 1. 00 1. 00 0.0 0.0 A A 0 0 0.00 0.00 0. 0 1.00 0. 0 A 0 0.33 0.33 0.29 0.29 25.3 25.3 1. 00 1. 00 25.3 25.3 C C 4. 4 0.33 0.98 68.2 1.00 68.2 Ji: 22 **** 0.00 0.31 0.00 0.98 0.0 57.0 1. 00 1. 00 0.0 57.0 A E 0 24 0.31 0.85 45.8 1.00 45.8 D 15 **** 0.24 0.56 0:90 o.48 64.0 13.7 1.00 1.00 64.0 13.7 E B 19 10 0.00 0.00 0.0 1.00 0.0 A 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE / 07/18/2007 13:48 Filename: 2010PM-2.0UT Pa.9.e 24 2010 PM+ project Wed Jul 18, 2007 13:48:25 Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Page 21-1 ******************************************************************************** Intersection #117 I-5 NB Ramps/ Poinsettia Lane *************************************~****************************************** Cycle ·(sec): Loss .Time (sec): Optimal Cycle: 100 · 12 (Y+R=4.0 sec) 124 cr{tical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.927 35.9 D ******************************************************~************************* Street Name: I-5 NB Ramps Poinsettia Lane Approach: North Bound South Bound East Bound _West Bound Movement: L .T R L T R L T R L T R --------c---1----------c~-~-I l-"-------------11--------------0 11---------------1 Control: Permitted Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: O 1 o 0 2 o o 0 0 0 1 0 2 o o 0 0 3 0 1 ------------1--"------------I 1---------------11---------------11---------------1 Volume Module: Base Vol: 250 9 778 o o o 211 1094 o o 1393 272 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 250 9 778 o 0 0 211 1094 0 0 1393 272 Added Vol: 9 0 . 0 0 0 0 1 70 76 0 o. 112 0 PasserByVol: o 0 0 o 0 0 0 o 0 0 0 o Initial Fut: 259 9 778 0 0 0 381 1170 0 0 1505 27i User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 273 9 819 0 0 0 401 1232 0 0 1584 286 Reduct Vol: o o 0 o o 0 0 o o 0 0 o Reduced Vol: 273 9 819 o o 0 401 1232 o 0 1584 286 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 273 9 819 o o o 401 1232 o o 1584 286 ------------1--------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900. 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.96 0.96 0.75 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.91 0.85 Lanes: 0.97 0.03 2.00 0.00 o.oo 0.0-0 1.00 2.00 o.oo 0.00 3.00 1.00 Final Sat.: 1768 61 2842 o o O 1805 3610 .0 O 5187 1615 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.15 0.15 0.29 0.00 0.00. 0.00 0.22 0.34 0.00 0.00 0.31 0.18 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.31 0.31 0.50 0.50 28.8 28.8 1. 00 1. 00 28.8 28.8 C C 7 7 0.31 0.93 48.9 1.00 48.9 D 18 0.00 o.oo 0.00 0.00 o.o 0.0 1.00 1.00 o.o 0.0 A A 0 0 0.00 0.00 0. 0 1.00 0. 0 A 0 0.24 0.57 0.93 0.60 63.2 14.6 1.00 1.00 63.2 14.6 E B 16 13 0.00 0.00 0.0 1.00 o.o A 0 o.oo 0.33 0.00 0.93 0.0 41.6 1.00 1. 00 o.o 41.6 A D 0 22 0.33 0.54 28.4 1.00 28.4 C 8 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:48 2010 PM+ project Filename: 2010PM-2.0UT Wed Jul 18, 2007 13:48:26 Page 25 Page 22-1· Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #118 Paseo Del Norte·; Poinsettia Lane *****************~***************************·******************************~**** Cycle (sec): 100 Critical Vol./Cap. (X): Loss Ti.me (sec): 12 (Y+R=4.0 sec) 125 Average Delay (sec/veh): 0.930 40.3 D Optimal Cycle: Level Of Service: ********************~*********************************************************** Street Name: Paseo Del Norte Poinsettia Lane Approach: North Bound South Bound East Bound West· Bound Movement: L T R L T R L T R L T R ------------1-------------0 -1l-~-------------11---------------1 l-----------0 ---I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 0 1 0 1 0 0 1 0 2 0 2 0 1 1 0 1 1 0 ------------1---------------11---------------11-----------~---I 1---------------1 Volume Module: Base Vol: 21 6 7 104 26 442 504 1036 63 20 1017 56 Growth Adj: 1.00 .1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00· 1.00 ·1.00 1.00 Initial Bse: 21 6 7 104 26 442 504 1036 63 20 1017 56 Added Vol: 0 0 0 0 0 30 20 56 0 0 82 0 PasserByVol: O O. O O O O O O O O O O Initial Fut, 21 ·6 7 104 26 472 524 1092 63 20 1099 ·56 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95. 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 22 6 7 109 27 497 552 1149 66 21 1157 59 Reduct Vol : O O O O O O O O O O O O Reduced Vol: 22 6 7 109 27 497 552 1149 66 21 1157 59 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00. MLF Adj: 1.00 1.00 1.00 _1.00 LOO 1.00 1.00 1_.00 1.00 LOO 1.QO 1.00 Final Vol.: 22 · 6 7 109 27 497 552 11(9 66 21 1157 59 -------~----1---------------11---------------11---------~-----I 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.16 0.92 0.92' 0.76 0.86 0.86 0.92 0.95 0.85 0.95 0.94 ·0.94 Lanes: 1.00 0.46 o.s4· 1.00 0.05 0.95 2.00 2.00 1.00 1.00 1.90 0.10 Final Sat.: 300 806 940 1438 85 1545 3502 3610 1615. 1805 3411 174 ------------1---------------11---------------11~--------------11------------~--1 Capacity Analysis Module: Vol/Sat: 0.07 0.01 OcOl 0.08 0.32 0.32 0.16 0.32 0.04 0.01 0.34 0.34 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.35 0.35 0.21 0.02 24.1 21.6 1. 00 1. 00 24.1 21.6 C C 1 0 0.35 0.02 21. 6 1.00 21. 6 C 0 0.35 0.35 0.22 0.93 23 .4 53 .. 6 1.00· 1.00 23.4 53.'6 C D 2 20 **** 0.35 0.17 -0:44 0.93 0.93 0.73 53.6. 62.3 24.9 1. oo 1. oo 1. oo· 53.6 62.3 24.9 D E C 2 0 13 16 0.44 0.09 16.5 1.00 16.5 B 1 0.10 0.36 0.12 0.93 41.6 42 .3 1. 00 1. 00 41.6 42.3 D D 1 24 0.36 0.93 42.3 1.00 42.3 D 24 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:48 2010 PM+ project Filename: 2010PM-2.0UT Wed Jul 18, 2007 13:48:26 Ponto Vision Plan 2b10 + Project Conditions PM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Page 26 Page 23:1 ******************************************************~************~************ Intersection.#119 Paseo Del Norte/ Camino de las Ondas ******************************************************************************** Cycle (sec) : Loss Time (sec) Optimal Cycle: 100 16 (Y+R=4.0 sec) 55 Crit:ical Vol./Cap. (X), Average Delay (sec/veh), Level Of Service: 0.574 26.2 C *******~************************************************************************ · Street Name: ·Paseo·D~l Norte Camino de las Ondas Approach: North Bound· South Bound East Bound West Bound Movement: L -T R L T R •L T R L T. -R --------~---1-----------;---I 1---------------11---------------I 1---------------1 Control, Protec_ted Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 .10 10 7 10 10 7 10 10 7 10 10 Lanes, 1 o o 1 o 1 o o 1 o 1 o o 1 o 1 o o 1 ·o ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 43 · 472 88 81 459 40 24 4 24 118 16 ·86 Growth Adj': 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 472 BB 81 459 40 24 4 24 118 16 86 .Added Vol: 0 0 20 0 0 0 0 0 0 30 0 0 PasserByVol: o O · O O O o o o o o o o Initial Fut: 43 472 108 0·1 459 40 · 24 4 24 148 16 86 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0. 95 0. 95 0. 95 0. 95 0. 95 0 .. 95 0. 95 0. 95 0. 95 0. 95 0. 95 0. 95 PHF Volume: 45 497 114 85 483 42 25 4. 25 156 17 91 Reduct Vol: O O O o O o O O O O O O Reduced Vol: 45 497 114 85 483 42 25 4 25 156 17 91 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.0Q 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 Final Vol.: · 4·5 497 114 ·as 483 42 25 ·4 25 156 17. 91· -----~------l--•------------11--------------~I 1---------------11---------;-----I Saturation Flow Module: · Sat/Lane; 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.97 0.97 0.95 0.99 0.99 0.95 o.87 ·o.87 0.95 0.87 0.87 Lanes: 1.00 0.81 0.19 1.00 0.92 0.08 1.00 0.14 0.86 1.00 0.16 0.84 Final Sat.: 1805 1503 344 1805 1727 1so 1005· 236 1418 1805 260 1400 ------------1-------~-------I 1---------------1l----c----------11---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.33 0.33 0.05 0.28 0.28 0.01 0.02 0.02 0.09 0.06 0.06 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.12 0.53 0.21 0.63 40.1 18.0 1. 00 1. 00 40.1 18.0 D 1 B 14 0.53 0.63 18.0 1.00 18.0 B 14 0.08 0.48 _0:48 0.63 0.58 0.58 53.8 1.00 53.8 D 4 19.6 1.00 19.6 B 12 19.6 1.00 19.6 B 12 0.10 0.10 0.14 0.18 41.6 41.8 1.00 1.00 41.6 41.8 D 1 D 1 0.10 0.18 41. 8 1.00 4LB D 1 0.14 0.14 0.63 0.46 45.7 41.0 1. 00 1. 00 45.7 41.0 D D 6 4 0.14 0.46 41. 0 1.00 41. 0 D 4 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2~[)7 13:48 2010 PM+ project Filename: 2010PM-2.0UT Wed Jul 18, 2007 13:48:26 Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Level Of, Service Computation Report Page 27 Page 24-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection· #120 Batiquitos Dr. / Poinsettia Lane **********************************~********************************************* Cycle (sec), Loss Time (sec) : Optimal Cycle: 100 12 (Y+R=4.0 sec) 49 Critical Vol./Cap. (X), Average Delay (sec/veh): Level Of Service, 0.608 23.1 C **************~***************************************************************** Street Name: Batiquitos Dr. Poinsettia Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 o 1 O 1 1 o 1 O 1 . 1 O 1 1 O 1 0 1 1 O ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 197. 17 16 16 22 87 125 803 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 197 17 16 16 22 Added Vol: 0 0 0 0 0 PasserByVol: 0 0 0 0 0 Initial Fut, 197 17-16 16 22· User Adj: 1.00 1.00 1.00 1. 00 1. 00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 PHF Volume: 207 18 17 17 23 Reduct Vol: 0 0 0 0 0 Reduced Vol: 207 18 17 17 23 PCE Adj: 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 Final Vol.: 207 18 17 17 23 87 0 0 87 1.00 0.95 92 0 92 1.00 1.00 92 125 803 0 56 0 0 125 859 1. 00 1. 00 0.95 0.95 132 904 0 0 132 904 1. 00 1. 00 1.00 1.00 132 904 310 1.00 310 0 0 310· 1.00 0.95 326 0 326 1.00 1.00 326 14 781 1. 00 1. 00 14 781 0 82 0 0 n 863 1.00 1.00 0.95 0.95 15 908 0 0 15 908 1.00 1.00 1.00 1.00 15 908 22 1.00 22 0 0 22 1.00 0.95 23 0 23 1.00 1.00 23 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.95 1.00 0.85 0.95 0.91 0.91 0.95 0.95 0.95 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.47 0.53 1.00 1.95 0.05 Final Sat. : 1805 1900 1615 "1805 1900 1615 1805 2547 919 1805 3506 89 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.11 0.01 0.01 0.01 0.01 0.06 0:07 0.36 0.36 0.01 0.26 0.26 Crit Moves: **** **** **** **** Green/Cycle: 0.17 0.16 0.16 0.11 0.10 0.10 0.13 0.54 0.54 0.07 0.47 0.47 Volume/cap: 0.66 0.06 0.06 0.08 0.12 0.57 0.55 0.66. 0.66 0.12 0.55 0.55 Delay/Veh, 43.8 35.6 35.7 39.9 41.3 47.6 43.2 17.6 17.6 44.0 19.1 19.1 .User DelAdj: 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.8 35.6 35.7 39.9 41.3 47.6 43.2 17.6 17.6 44.0 19.1 19.1 LOS by Move: D D D D D D D B B D B B HCM2kAvgQ: 7 0 0 1 1 4 5 15 15 1 11 11 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:48 2010 PM+ project Filename: 2010PM-2.0UT Wed Jul 18, 2007 13:48:26 Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Level Of Service Computation Report Page 28 Page 25-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #121 Aviara Parkway/ Poinsettia Lane ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): Loss Time (sec): 12 (Y+R=4. o sec) 66 Average Delay (sec/veh): 0.746 33.9 C Optimal Cycle: Level Of Service: **********~********************************************************************* Street Name: Aviara Parkway Poinsettia,Lane Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected-Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 ~ 1 1 0 1 0 1 1 0 2 0 1 0 2 1 0 1 1 0 ------------1---------------11---------------1 l---------0 -----I 1---------------1 Volume Module: Base Vol: 344 230 9 107 558 343 164 311 380 20 624 56 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 Initial Bs~: 344 230 9 107 558 343 164 311 380 20 624 56 Added Vol: 8 0 0 0 0 0 0 51 5 O 75 0 PasserByVol, o o o o o o o O o o o o Initial Fut: 352 230 9 107 558 343 164 362 385 20 699 56 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 371 242 9 113 587 361 173 381 405 21 736 59 Reduct Vol: O o O O o O O O O o O o Reduced Vol: 371 242 9 113 587 361 173 381 405 21 736 59 PCE Adj: 1.00 1.00 1.00 f.oo 1:00 1.00 1.00 1.00 1.00. 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00. 1.00·1.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 37f 242 9 113 587 361 173 .381 405 21 736 59 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, ·o.92 0.94 0.94 0.95 0.90 0.90 0.92 1.00 0.75 0.95 0.94 0.94 Lanes: 2.00 1.92 0.08 1.00 1.24 0.76 2.00 1.00 2.00 1.00 1.85 0.15 Final Sat.: 3502 3453 135 1805 2108 1296 3502 1900 2842 1805 3305 265 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat, 0.11 0.07 0.07 0.06 0.28 0.28 0.05 0.20 0.14 0.01 0.22 0.22 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.30 0.30 0.21 0.37 0.37 0.07 0.27 0.41 0.09 0.30 0.30 Volume/Cap: 0.75 0.23 '0. 23 0.30 0.75 0.75 0.70 0.74 0.34 0.12 0.75 0.75 Delay/Veh: 47.5 26.3 26.3 33.6 29.9 29.9 54.4 38.7 20.3 41.8 34.8 34.8 User DelAdj: 1. 00 1. 00 1.00 1. 00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 AdjDel/Veh: 47. 5 26. 3. 26.3 33.6 29.9 29.9 54.4 38.7 20.3 41.8 34.8 34.8 LOS by Move: D C C C C C D D C D C C HCM2kAvgQ: 7 3 3 3 15 15 4 12 5 1 13 13 ******************************************************************************** Note: Queue reported is the number of cars per lane. Tra'ffix 7. 8. 0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:48 2010 PM+ project Filename: 2010PM-2.0UT Wed Jul 18, 2007 13:48:26 Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Page 29 Page 26-1 ******************************************************************************** Intersection #122 El Camino Real/ Cassia ******************************************************************************** Cycle (sec): Loss Time (sec) Optimal Cycle: 120 12 (Y+R=4. O sec) 62 Critical Vol./Cap. (X): Average Delay (sec/veh): ·Level Of Service: 0.702 15.2 B **************************************************************************~***** El Camino Real Cassia Street Name; Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ---·---------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 o 2 1 O 1 o 2 1 o 1 O O 1 O O O l! O · O ------------1---------------11---------------11---------------1 l-c----------0 --I Volume Module: Base Vol: Growth Adj: Initial Bse: Added Vol: PasserByVol: Initial Fut: User Adj: PHF Adj: PHF Volume: Reduct Vol: 94 1.00 94 60 0 1091 1.00 1091 0 0 154 1091 1.00 1.00 0.95 0.95 162 1148 0 0 0 1.00 0 0 0 0 1.00 0.95 0 0 0 2036 1.00 1.00 0 2036 0 0 0 0 0 2036 1.00 1.00 0.95 0.95 0 2143 0 0 224 1.00 224 14 0 238- 1. 00 0.95 251 0 111 0 1.00 1.00 111 10 0 0 0 0 121 0 1. 00 1. 00 0. 95· 0. 95 127 0 0 0 71 1.00 71 41 0 112 1.00 0 0 1.00 1.00 0 0 0 0 0 0 0 0 1.00· 1.00 0. 95 · 0. 95 0. 95 118 0 0 0 0 0 0 1.00 0 0 0 0 1.00 0.95 0 0 Reduced Vol: 162 1148 O O 2143 251 127 0 118 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00_ 1.00 1.00 1.00 1.0_0 1.00 1.00 1.00 1.00 1.00 Final Vol.: 162 1148 0 0 2143 251 127 O 118 0 0 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.91 1.00 0.90 0.90 0.95 1.00 0.85 1.00 1.00 1.00 Lanes, 1.00 3.00 0.00 1.00 2.69 0.31 1.00 0.00 1.00 0.00 1.00 0.00 Final· Sat. : 1805 5187 o 1900 4570 534 1805 O 1615 o 1900 o ------------1---. ----------I 1---------~-----I 1---------------11---------------1 Capacity Analysis Module: · Vol/Sat: 0.09 0.22 o.oo o.oo 0.47 0.47 ·o.07 o.oo 0.07 o.oo o.oo o.oo Crit Moves: ·Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.13 0.80 0.70 0.28 59.5 3.2 1.00 1.00 59.5 3.2 E A 7 4 0.00 0.00 0. 0 1.00 0.0 A 0 0.00 0.67 0.00 0.70 o.o 13.1 1.00 1.00 0.0 13.1 A B 0 21 0.67 0.70 13 .1 1.00 13 .1 B 21 0.10 0.00 0.68 0.00 61.4 0.0 1. 00 1. 00 61.4 0.0 E A 6 0 0.10 0.70 64.5 .1.00 64.5 E 6 0.00 0.00 0.00 0.00 o.o o.o 1.00 1.00 0.0 o.o A A 0 0 o.oo 0.00 0.0 1.00 0.0 A 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 ·(c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE I I I I •I' I I I 07/18/2007 13:48 2010 PM+ project Filename: 2010PM-2.0UT Wed Jul 18, 2007 13:48:26 Ponto Vision Plan 2010 + Project Conditions PM Peak Hour ------------------- Level Of Service Computation Report Page 30 Page 27-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #123 El Camino Real/ Camino Vida Roble ******************************************************************************** Cycle (sec): 120 Critical·vol./Cap. (X): Loss Time (sec): 12 (Y+R=4. o sec) 103 Average_ Delay (sec/veh): 0.866 41.1 D Optimal Cycle: Level Of Service: ******************************************************************************** Street Name, Approach: Movement: El Camino Real Camino Vida Roble North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Permitted Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 0 2 1 0 1 0 2 1 0 2 0 0 1 0 1 0 0 1 0 ------------1---------------1l---~-----------11---------~-----I l---------------1· Volume Module: Base Vol: 121 1014 7 10 1855 57 239 4 524 12 8 15 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1:00 1.00 Initial Bse: 121 1014 7 10 1855 57 239 4 524 12 8 15 Added Vol: 0 10 0 0 14 O O O O O O 0 PasserByVol: o o o o o O O 0 0 O O O Initial Fut: 121 1024 7 10 1869 57 239 4 524 12 8 15 User Adj: 1.00 l.Ob 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 127 1078 7 11 1967 60 252 4 552 13 8 16 Reduct Vol: O O O 0 0 O 0 0 0 O O 0 Reduced Vol: 127 1078 7 11 1967 60 252 4 552 13 8 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00· 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Finai Vol.: 127 1078 7 11 i967 60 252 -4 552 13 8 16 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.91 0.95 0.91 0.91 0.56 0.85 :o.85 0.95 0.90 0.90 Lanes, 2.00 2.98 0.02 1.00 2.91 0.09 2.00 0.01 0.99 1.00 0.35 0.65 Final Sat.: 3502 5147 35 1805 5013 153 2127 12 1605 1805 596 1118 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.21 0.21 0.01 0.39 0.39. 0.12.0.34 0.34 0.01 0.01 0.01 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: **'!!* 0.06 0.37 0.62 0.56 61.1 30.3 1.00 1..00 61.1 30.3 E C 3 12 0.37 0.56 30.3 1.00 30.3 C 12 0.10 0.42 0.06 0.94 48.6 42.4 1.00 1.00 48.6 42.4 D D 0 31 0.42 0.94 42.4 1.00 42.4 D 31 0.37 0.37 0.32 0.94 27.6 59.9 1.00 1.00 27.6 59.9 C E 4 24 0.37 0.94 59.9 1.00 59.9 E . 24 0.06 0.42 0.12 0.03 54.1 20.2 1.00 1.00 54.1 20.2 D C 1 1 0.42 0.03 20.2 1.00 20.2 C 1 *************************·******************************************************* Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to REF CONSULTING, IRVINE 07Ll.§.L2QQ7 13:48 2010 PM+ project Filename: 2010PM-2.0UT Wed Jul 18, 2007 13:48:26 Ponto Vision Plan 2010 + Project Conditions PM Peak Hour ----------------- Level Of Service Computation Report Pa_g_e 31 Page 28-1 2000 HCM Operations Method (Future Volume Alternative) ************************************************~******************************* Intersection #124 Carlsbad Blvd/ Ponto Drive _ ******************************************************************************** _Cycle (sec): Loss Time. (sec): Optimal Cycle: 100 12 (Y+R=4.0 sec) 88 Critical Vol./Cap. (X): Average Delay (sec/veh)·: Level-Of Service: 0.841 30.8 C ******************************************************************************** Street Name: Carlsbad Blvd Ponto Drive Approach: North Bourid South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1-----~---------I 1---------------11---------------11---------~-----I Control: Protected Protected Protected Permi'tted Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 o 1 1 o ·1 o 2 O O o o O O O 1 O O O 1 ---------~--1---l---------"-I 1---------------11---------------11---------------1 Volume Module: Base Vol: o 944 · 21 200 794-O o O o 10 O 140 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0_0 Initial Bse: 0 944 21 200 794 0 0 0 0 10 0 140 Added Vol: 0 78 0 214 121 O O O O O O 157 Uturns: 58 o o o o O o o o O O o Initial Fut: 58 1022· 21 414 915 0 0 0 O 10 0 297 User Adj: 1.00 1.00· 1.00 1.00 1.00 .1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 o:95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 61 1076 22 436 963 . 0 0 0 0 11 0 313 Reduct Vol: o O O o O O O O O O O O Reduced Vol: 61 1076 22 436 963 O O O O 11 O ·313 PCE Adj: 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .l.00 1.00 MLF Adj: 1.00 1.00 _ 1.00· 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 Final Vol.: 61 1076 22 436 963 0 0 0 0 il O 313 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.89 1.00 0.85 Lanes: 1.00 1.96 0.04 1.00 2.00 0.00 0.00 0.00 o.oo 1.00 0.00 1.00 Final Sat.: 1805 3527 72 1805 3610 0 0 0 0 1689 0 1615 ------------1---------------11---------------11---------------11------------"--I Capacity Analysis Module: Vol/Sat: 0.03 0.31 0.31 0.24 0.27 0.00 0.00 0.00 0.00 ·o.Ol 0.00 0.19 Crit Moves: **** **** Green/Cycle: 0.07 0.36 0.36 0.29 0.58 -0.00 0.00 0.00 o.oo 0.23 0.00 ·0.23 Volume/Cap: 0.46 0.84 0.84 0.84 0.46 0.00 0.00 o.oo 0.00 0.03 0.00 0.84 Delay/Veh: 47.0 34.3 User DelAdj: 1.00 1.00 AdjDel/Veh: 47.0 34.3 LOS by Move: D C HCM2kAvgQ: 2 19 34.3 1.00 34.3 C 19 45.3 12.4 1.00 1.00 45.3 12.4 D B 15 9 0 .-0 1.00 0.0 A o· 0.0 o.o 1. 00 1. 00 0.0 A 0 o.o A 0.0 1.00 0.0 A 0 29.8 o.o 1.00 1.00 29.8 0.0 C A 0 0 52.4 1.00 52.4 D 12 *********************************************************~********************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, .IRVINE 07/18/2007 13:48 Filename: 2010PM-2.0UT Pa_g_e 32 2010 PM+ project Wed Jul 18, 2_007 13:48:26 ------------------------- Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Level Of Seryice Computation Report 2000 HCM Operatiops Method (Future Volume Alternative) Page 29-1 *********************************************************************.*********** Intersection #125 Carlsbad Blvd. / Beach Way ******************************************************************************** Cycle (sec): Loss .-Time (sec): Optima_l _ Cycle: 100 10 (Y+R=4.0 sec) 34 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.466 14.6 B ******************************************************************************** Street Name: Carlsbad Blvd. Beach Way Approach: · North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1----------------11---------------11---------------11---------------1 Control: Protected Protected Split Phase Split ~hase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 0 0 1 0 0 1 1 0 0 0 1 ~-----------1---------------11---------------11---------------11--------~------I Volume Module: Base Vol: O o o O o o o o o o o O Growth Adj: 1.06 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: o o o O o o O o o o o o Added Vol: 0 21 96 90 31 0 0 0 0 68 0 57 Uturns: 58 873 o ·o 804 o 58_ o O o o O Initial Fut: 58 894 96 90 835 o 58 o o 68 o 57 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 61 941 101 95 879-0 ·61 0 0 72 0 60 Reduct Vol, o o o o ·o o o o o o_ . o o Reduc_ed Vol: 61 941 101 95 879 0 61 0 0 72 0 60 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Finai Vol.: 61 941 ·101 95 879 O · 61 o O 72· o 60 ------------1---------------1l~--------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.94 0.94 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.85 Lanes: 1.00 1.81 0.19 1.00 2.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Final Sat.: 1805 3211 345 1805 3610 O 1809 o 1900 1805 O 1615 ------------1---------------1l---~-----------11-----------~---I 1---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.29 0.29 0.05 0.24 0.00 0.03 0.00 0.00 0.04 0.00 0.04 Crit Moves: **** **** **** Green/Cycle: 0.09 0.63 0.63 0.11 0.65 o.oo 0.07 0.00 o.oo -0.09 o.oo 0.09 Volume/Cap: 0.37 0.47 0.47 0.47 0.37 0.00 0.47 0.00 0.00 0.47 0.00 0.44 Delay/Veh: 44.2 9.9 User DelAdj: 1.00 1.00 AdjDel/Veh: 44.2 9.9 LOS by Move: D A 9 HCM2kAvgQ: 2 9. 9 1.00 9.9 A 9 43.2 8.1 1.00 1:00 43.2 8.1 D A 3 7' 0.0 1.00 0.0 ~ 0 47.1 0.0 1.00 1.00 47.1 0.0 D A 2 0 0.0 45.8 0.0 l.00_1.001.00 0.0 45.8 0.0 A D 0 3 A 0 45.7 1.00 45.7 D 2 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/.1J}j_2007 i3:48 Filename: 2010PM-2.0UT Pa9.e 33 2010 PM+ project Wed Jul 18, 2007 13:48:26 Page 30-1 Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #126 Carlsbad Blvd. / Avenida Encinas ****i***************************************i*****~***************************** Cycle (sec): 100 Critical Vol./Cap. (X): Loss Time _(sec) Optimal Cycle: 12 (Y+R=4. O sec) 48 Average Delay (sec/veh) Level Of Service: 0.596 19.6 B ******************************************************************************** Street Name: Carlsbad Blvd Avenida Encinas Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11-----------~---I Control: Protected Protected Protected Permitted Rights: Ovl Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 . 1 0 1! 0 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: · Base Vol: o 852 205 · 25 1164 0 0 0 0 217 0 21 Growth· Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 l.00 1.00 1.00 1.00 Initial Bse: o 852 205 25 1164 O O O O 217 O 21 Added Vol: 0 96 234 31 68 0 0 0 o· 150 0 21 Uturns: o o O 58 O O O O O O O O Initial Fut: 0 948 439 114 1232 0 0 0 0 367 0 42 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95-0.95 PHF Volume: o 998 462 120 1297 ·o O O O 3~6 0 44 Reduct Vol : O O O O O O O O O O O O Reduced Vol: o 998 462 120 1297 O O O O 386 O 44 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00-1.00 1.00 MLF Adj: 1~00 i.oo 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final vo·1.: o 998 462 ·120 1297 o o · o o 386 · o 44 --0 ---------1---------------11---------------11-------"-------I 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.95 0.95 1.00 1.00 1.00 1.00 0.73 1.00 0.72 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 1.81 0.00 0.19 Final Sat.a O 3610 1615 1805 3610 0 0 0 0 2501 0 257 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: ' .Vol/Sat: 0.00 0.28 0.29 0.07 0.36 0.00 0.00 0.00 0.00 0.15 0.00 0.17 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.00 0.48 0.00 0.58 0.0 19.2 1.00 1.00 o.o 19.2 A B 0 12 0.48 0.60 20.2 1.00 20.2 C 11 0.11 0.59 0.60 0.61 47.1 13.5 1.00 1.00 47.1 13.5 D B 4 14 0.00 o.oo o.o 1.00 0.0 A 0 0.00 0.00 o.oo o.oo o. o· o. o 1. 00 1. 00 o.o o.o A A 0 0 o.oo .0.00 0. 0 1.00 0.0 A 0 0.29 0.00 0.54 0.00 30.6 0.0 1.00 1.00 30.6 0.0 C A 6 0 0.29 0.60 31.9 1.00 31".9 C 7 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (cl 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13 :.48 Filename: 2010PM-2.0UT Pa9.e 34 201o_PM_+_project __________ wed_Jul_10,_2001_13:48:27 ________________ Page.31-1 __ _ Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection·-#127 Ponto Dr. / Avenida Encinas ********************************************'************************************ Cycle (sec) : 100 Critical Vol./Cap. (X): Loss Time (sec): 10 (Y+R=4.0 sec) 46 Average Delay (sec/veh): 0.625 36.2 D Optimal Cycle: Level Of Service: ······~··················••****************************************~************ Street Name: Ponto Dr Avenida Encinas Approach: North Bound South Bound East Bound ·We.st Bound Movement: L T R L T R L T .R L T R ---------0 --1---------------11-----------C---I 1---------------11---------------1 Control:. Protected. Protected Protected Protected Rights: . Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 0 0 l! 0 · 0 0 0 l! 0 0 1 0 1 1 0 1 0 1 1 0 ------------1-------·------11---------------11---------------11---------------1 Volume Module: Base vol: 84 3 53 26 5 99 128 200 -120 64 173 ·20 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1~00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 84 3 53 26 5 99 -128 200 120 64 173 28 Added Vol: 61 3 31 29 4 110 173 0 92 43 0 46 PasserByVol: 0 o o o o o 0 0 O o o o Initial Fut·, 145 6 84 55 9 209 301 200 212 107 173 74 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 153 6 88 58 9 220 317 211 223 113 182 78 Reduct Vol: O o O O O O O O O O O O Reduced Vol: 153 6 88 58 9 220 317 211 223 113 182 78 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.~0 1.00 1.00 1.00 1.00 1.00 Final Vol.: 153 6. 88 58 9 220 317 ·211 223 113 182 78 ------------1---------------11---------------11-----c--------cl 1---------------1 Saturation Flow Module: · Sat/Lane: 1900 1900 1900 1900 1900 1900. 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.89 0.89 0.89 0.95 0.88 0.88 0.95 0.91 0.91 Lanes: 0.62 0.02 0.36 0.20 0.03 0.77 1.00 1.00 1.00 1.00 1.40 0,60 Final'Sat.: 1083 45 627 340 56 1292 1805 1666 1666 1805 2415 1033 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.14 0.14 0.14 0.17 0.17 0.17 0.18 0.13 0.13 0.06 0.08 0.08 Crit Moves,: Green/Cycle: Volume/Cap: Delay/Veh, User·DelAdj: AdjDel/Veh, LOS by Move: HCM2kAvgQ: 0.23 0.23 0.62 0.62 38.0 38.0 1.00 1.00 38.0 38.0 D D 8 8 0.23 0.62 38.0 1.00 38.0 D 8 0.27. 0.27 0.62 0.62 34.6 34.6 1.00 1.00 34.6 34.6 C C 9 9 0.27 o .. 62 34.6 1.00 34.6 C 9 0.28 0.26 0.62 0.48 33.8 31.4 1.00 1.00 33 .8 31.4 C C 9 6 0. 26 0.51 31. 8 1.00 31.8 C 7 0.14 0.12 0.45 0.62 40.9 44.8 1. 00 1. 00 40.9 44.8 D D 4 5 0.12 0.62 44.8 1.00 44.8 D 5 *********************************************************~*****·***************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:48 2010 PM+ project Filename: 2010PM-2.0UT Wed Jul 18, 2007 13:48:27 Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Pa.9.e 35 Page 32-1 ******************************************************************************** Intersection #128 Carl.shad Blvd. / La c.osta Ave. ******************************************************************************** Cycle (sec): Loss Time (sec) Optima·l Cycle: 135 16 (Y+R=4.0 sec) 180 Critical Vol./Cap. (X): Average Delay (sec/veh) Level Of Service: 1.117 87.4 F ***~********************************************************************~******* Street Name: Carlsbad Blvd. La Costa Ave. Approach: North Bound South Bound East Bound West Bound Movement·: L T R L T R L T R L T R ------------1---------------1~---------------11---------------11----------:----1 Control: Protected Protected Split Phase Split Phase· Rights: Ovl Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 o 2 o 1 1 o 2 o 1 1 O O 1 o 1 o o 1 o ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: o 795 344 306 477 0 0 0 0 259 0 341 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: o 795 3·44 306 477 o O o O 259 o 341 Added Vol: 0 91 0 156 61 0 0 0 0 0 0 240 Cumulative: ·13 · O O 14 0 7 5 46 9 0 65 6 Initial Fut: 13, 886 31,4 476 538 7 5 46 9 259 65 587 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 14 933 362 501 566 7 5 48 9 273 68 618 Reduct Vol : 0 0 0 o 0 0 0 0 0 0 0 0 Reduced Vol: 14 933 362 501 566 7 5 48 9 273 68 618 PCE Adj: 1.00 1.00 1.00 1:0o 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00. 1.00 1.00. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.,· 14 933 362 501 566 7 5 48 9 273 68 618 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.95 0,98 0.98 0.95 0.87 0.87 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.84 0.16 1.00 0.10 0.90 Final Sat.: 1805 3610 1615 1805 3610 1615 1805 1549 303 1805 164 1480 ------------1---------------11---------------11----------~--~-I 1----------"----I Capacity Analysis Module: Vol/Sat: 0.01 0.26 0.22. 0.28 0.16 0.00 0.00 0.03 0.03 0.15 0.42 0.42 Crit Moves: **** **** **** *.*** Green/Cycle: 0.02 0.23 0.61 0.25 0.46 0.46 0.03 0.03 0.03 0.37 0.37 0.37 Volume/Cap: 0.34 1.12 0.37 1.12 0.34 0.01 0.10 1.12 1.12 0.40 1·.12 1.12 Delay/Veh: 70.1 120 13.8 129.2 23.7 20.0 ,64.9 227 226.7 31.6 115 115.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 70.1 120 13.8 129.2 23.7 20.0 64.9 227 226.7 31.6 115 115.2 LOS by Move: E F B F C B E F F C F F HCM2kAvgQ: 1 30 7 31 8 0 0 5 5 8 41 41 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 i3:48 2010 PM+ project Filename: 2010PM-2.0UT Wed Jul 18, 2007 13:48:27. Ponto Vision Plan 2010 + Project Conditions PM Peak Hour ------------------------- Level Of Service Computation Report Pa.9.e 36 Page 33-1 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #129 Vulcan/ La Costa Ave. ******************************************************************************** Average Delay (sec/veh): 66.8 Worst Case Level Of Service: F[394.4] ******************************************************************************** Street Name: Vulcan La Costa Ave. Approach: North Bound South Bound East .Bound West Bound Movement: L-T R L T. R L T R L T R _: __ ~----~--1---------------l 1---------------11---------.-----11---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights.: Include Include Include Include Lanes: 1 0 0 0 1 0 o o o o 0 0 0 1 o 0 1 o o o ------------1-----C---------I 1---------------11---------------11--------------./ Volume Module: Base Vol: 114 O 260 o o 0 Growth Adj: 1.00 1.00 1.00 1-00 1.00 1.00 Initial Bse: 114 Added Vol: O Cumulative: 2 116 0 0 0 0 Initial Fut, User Adj: PHF Adj: 1.00 1.00 0.95 0.95 PHF Volume: Reduct Vol: Final Vol.: 122 0 122 Critical Gap Module, 0 0 0 260 0 263 1.00 0.95 277 0 277 0 0 0 0 0 0 0 0 1.00 1.00 0.95 0.95 0 0 0 0 0 0 0 0 0 0 1.00 0.95 0 0 0 0 549 1.00 1.00 0 549 0 156 0 10 0 715 1.00 1.00 0.95 0.95 0 0 0 753 0 753 188 1.00 188 0 4 192 1.00 0.95 202 0 202 220 518 1. 00 l. 00 220 0 7 518 240 8 227 766 1. 00 1. 00 0.95 0.95 239 0 239 806 0 806 0 1.00 0 0 0 o. 1.00 0.95 0 0 0 Cri ti ca 1 Gp : 6 . 4 xxxx 6 . 2 xxxxx. xxxx xxxxx xxxxx xx.xx xxxxx 4 . I xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------1-----c---------l 1---------------11---------------11---------------1. Capacity Module: Cnflict vo·1: -2138 xxxx 854 xxxx xxxx xxxxx xxxx xxxx xxxxx 955 xxxx ·xxxxx Potent Cap., 55 xxxx 362 xxxx xxxx xxxxx xxxx xxxx xxxxx, 728 xxxx xxxxx Move Cap.: 39 xxxx 362 xxxx xxxx xxxxx xxxx xxxx xxxxx 728 xxxx xxxxx Volume/Cap: 3.17 xxxx 0.77 xxxx xxxx xxxx xxxx xxxx xxxx 0.33 xxxx xxxx ------------1---------------11---------------11---------------11--------~------I Level Of Service· Module: · 2Way95thQ: 13. 8 xxxx 6. 2 xxxx xxxx xxxxx xxxx xxxx xxxxx 1.4 xxxx xxxxx Control Del, 1196 xxxx 41.0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 12 .3 xxxx xxxxx LOS by Move: F * E * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap. : xxxx xx.xx xxxxx xxxx xxxx xxxxx xx.xx xxxx xx.xxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xx..xxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * ApproachDel: ApproachLOS: 394. 4 F xxxxxx xxxxxx B LT C LTR -RT xxxx xxxx xxxxx 1 . 4 xxxx XXXXX 12 . 3 xxxx xxxxx B xxxxxx *******************************~******************************~***************** Note, Queue reported .is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:48 Filename: 2010PM-2.0UT Page 37 2010 PM+ project Wed Jul 18, 2007 13:48:27 Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method-(Future Volume Alternative) Page 34-1 ******************************************************************************** Intersection #130 I-5 SB Ramps/ La Costa Ave. ******************************************************************************** Cycle (sec): Loss Time (sec) Optimal Cycle: 100 .Critical Vol. /Cap. (X) : 12 (Y+R=4. o sec)· Average Delay· (sec/veh): {9 Level Of se·rvice: 0.763 27.2 C **********************~******~************~*******~***************************** Street Name: I-5 SB Ramps La Costa Ave: Approach: North Bound South Bound East Bound West Bound Movement: _L T R L T R L T R L .T R ------------1~---~----------I 1------.--------11--------"------I 1---:c __________ l Control: Protected Permitted Protected Protected Rights: Include Include Include Include ~in. Green: 7 10 10-7 10 10 7 10 ~o 7 10 10 Lanes: o o O O O 1 1 O O 1 O. O 1 1 O 2 O 2. O O ------------1---------------11---------------11---------------1 l--~-.----,-----1 Volume Module: · Base Vol: O O O 472 9 244 O 832 170 503 510 O Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: O O O 472 9 244 o 832 170 503 510 O Added Vol: 0 0 O O O O O 41 115 O 240 0 Cumulative: 0 0 0 · 0 0 10 O 6 7 0 8 0 · Initial Fut: o o o 472 9 · 254 o· 979· _292 503 758 o User Adj: 1.00 1.00 1.00 1.00. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 497 9 267 0 925 307 529 798 0 Reduct Vol: o O O O O O o o o CJ O O Reduced Vol: o O O 497 9 ·267 o 925 307 529 798 · O PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOO 1.00 .1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1~00 1iinai vol.: · ·o o o 497 9 26'7 · o 925 307 529 798 o ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.90 0.90 0.85 1.00 0.91 0.91 0.92 0.95 1.00 Lanes: o.o~ o.oo o.oo 1.96 0.04 1.00 o.oo 1.50 0.50 2.00 2.00 o.oo Final Sat.: 0 0 0 3371 64 1615 O 2610 867 3502 3610 O ------------1---------------11---------------11------:--------11----------~----I Capacity Analysis Module: ~ol/Sat: 0.00 0.00 0.00 0.15 0.15 0.17 0.00 0.3~ 0.35 0.15 0.22 0.00 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: o.oo 0.00 0.00 0.00 0.0 o.o 1.00 1.00 o.o 0.0 A A 0 0 0.00 o.oo o.o 1.00 0 .. o A 0 0:22 0.22 0.68 0.68 38.5 38.5 1.00 1.00 38.5 38.5 D D 8 8 0.22 0.76 46.3 1.00 46.3 D 10 ·**** 0.00 0 .. 46 0.00 0.76 . o.o 24.4 1.00 1.00 o.o 24.4 A C 0 18 0.46 0.76 24.4 '1.00 24.4 C 18 0.20 0.66 0 . .76 0.33 42.9 7.4- 1:00 1.00 42.9 7.4 D A 10 6 o. oo· o. oo· 0.0 1.60 0.0 A 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07!..1.§.l.2007 13:48 2010 PM+ project Filename: 2010PM-2.0UT Wed Jul 18, 2007 13:48:27 Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Page 38 P";ge 35-1 Level Of ·service. Computation Report 20·00 HCM Operations Method (Futur·e Volume_ Alternative) * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *" * * * * * * * * * * * * * * * * * * * * * * •.• * * * * * * * * * * * * * * * * * * * * * * * Intersection #131 I-5 NB Ramps/ La Costa Ave. *****************·****************************************************;********** Cycle .(sec): Loss Time (sec) Optimal Cycle: 100 12 (Y+R=4.0 sec) 58 Critical Vol. /Cap. (X) : ·Average Delay (sec/veh): Level Of Servide~ 0.686 24.3 C ***~**************************************************************************** Street Name: I 0 _5 · NB Ramps La Costa Ave. Approacl}: North Bound . South Bound East Bound West Bound Movement: L T R L T R L T R -L T R -"----------1-------:-"-----I 1---------------11---------------11---------------1 Control: Prote·cted Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7-10 · 10 7 10 10 7 10 10 Lanes: 0 1 0 0 2 0 0 0 0 0 1 0 2 0 0 0 0 3 0 1 ----------~-1~--------------1l--"------------11---------------11--------------,1 Volume Module: Base Vol: 154 6 517 o o o 209 1018 o o 1034 426 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 154 6 517 O O o 209 1018 O O 1034 426 Added Vol: 179 0 0 0 O O O 41 0 0 60 0 Cumulative: 8 o o O O o o o o o o o Initial Fut: 341 6 517 0 0 0 209 .105J O O 1094 426 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 359 6 544 0 0 0 220 1115 0 0 1152 448 Reduct Vol: O O O O O o o o o O O o Reduced Vol: 359 6 544 O O o 220 1115 O O 1152 448 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0b 1.00 1.00 F·inal ·voi..: 359 6 · 544 O O o 220 1115 o · .0 1152 ·4·49 ------------1---------------11-.-------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.94 0.94 0.75 1.00 1.00 1.00· 0.95 0.95 1.00 1.00 0.91 0.85 Lanes: 0.98 0.02 2.00 0.00 0.00 o.oo 1.0·0 2.00 0.00 0.00 3.-00 1.00 Final Sat.,; 1757 31 2842 o· o o 1805 3610 o . o 5187 1615 -----------1-----~---------I l----~---------1 l---------------r1---------------1· Capacity Analysis Module: Vol/Sat: 0.20 0.20 0.19 0.00 0.00 0.00 0.12 0.31 0.00 0.00 0.22 0.28 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.30 0.30 0.69 0.69 34.7 34.7 1.00 1.00 34.7 34.7 C C 11 11 0.30 0.64 32.2 1.00 32.2 C 9 0.00 0.00 0.00 0.0 1.00 0.0 A 0 0.00 0. 0 1.00 0. 0 A 0 o.oo 0.00 0. 0 1.00 0.0 A 0 0.18 0.58 0.69 0.53 44.6 12.9 1.00 1.00 44.6 12.9 D B 8 11 0.00 o.oo 0.0 1.00 0.0 A 0 0.00 0.40 0.00 0.55 0.0 23.1 1. 00 1. 00 0.0 23.1 A C 0 10 0.40 0.69 27.6 1.00 27.6 C 12 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2007 13:48 2010 PM+ project Filename: 2010PM-2.0UT Wed Jul 18, 2007 13:48:27 Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Pa.9.e 39 Page 36-1 ******************************************************************************** Intersection #132 Piraeus/ La Costa Ave .. ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 Critical Vol./Cap. (X): 8 (Y+R=4 .·o sec) Average Delay (sec/veh) : 44 Level Of Service: 0.666 11.0 B **********************~********************************************************* Street Name: Piraeus La Costa Ave. Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes, 1 o o o 1 o o o o o o o 1 1 o 1 o 4 o o ------------1---------------11---------------11---------------1 l-"-------------1 Volume Module: Base Vol: 200 o 89 o o o o 1400 162 37 1318 O Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 O 89 O O O o 1400 162 37 1318 o Added Vol: 0 O O O O O O 41 0 0 60 0 PasserByVol: O O O O O O O O O O O O Initial Fut: 20~ -0 89 O O O o 1441 162 37· 1378 o User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 211 0 94 0 0 0 0 1517 171 39 1451 0 Reduct Vol: o O O O O O o o o O O o Reduced Vol: 211 .0 94 O O o o 1517 171 39 1451 o PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 211 0 94 0 0 0 0 1517 171 jg 1451 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.94 0.94 0.95 0.91 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 o.oo 0.00 1.80 0.20 1.00 4.00 0.00 Final Sat.: 1805 O 1615 0 O O O 3196 359 1805 6916 O ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.12 0.00 0.06 0.00 0.00 0.00 0.00 0.47 0.47 0.02 0.21 0.00 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.17 0.70 46.1 1.00 46.1 D 7 0.00 0.00 o.o 1.00 0.0 A 0 0.17 0.35 37.5 1.00 37.5 D 0.00 o.oo 0.00 o.oo 0.0 0.0 1.00 1.00 o.o 0.0 A A 0 0 0.00 0.00 0.0 1.00 o.o A 0 o.oo 0.68 0.00 0.70 o.o 10.5 1.00 1.00 0.0 10.5 A B 0 17 0.68 0.70 10.5 1.00 10.5 B 17 **** 0.07 0.31 45.6 1.00 45.6 D 1 0.75 0.28 3.9 1.00 3.9 A 4 o.oo 0.00 0.0 1.00 0.0 A 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/.1.]J_2007 13:48 2010 PM+ project Filename: 2010PM-2.0UT Wed Jul 18, 2007 13:48:27 Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Level Of Service Computation Report Pa.9.e 40 Page 37-1 2000 HCM Operations Method (Future Volume Alternative) *********************~********************************************************** Intersection #133 El Camino Real/ La Costa Ave. *************************~****************************************~************* Cycle (sec): Loss Time (sec) Optimal Cycle: 100 16 (Y+R=4.0 sec) 103 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.864 39.9 D ********************~*********************************************************** Street Name: El Camino Real_ La Costa Ave. Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ·------------1-----------~---I 1---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 2 O 2 1 0 2 O 3 O 1 2 O 2 o 1 1 o 2 O 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: · Base Vol: 272 1438 96 278 1367 500 604 607 244 149 364 209 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 272 1438 96 278 1367 500 604 607 244 149 364 209 Added Vol: 0 0 0 0 0 0 0 41 0 0 60 0 PasserByVol: O O O O O O o o o o O O Initial Fut: 272 1438 96 278 136~ 500 604 648 244 149 424 209 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj, 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 286 1514 101 293 1439 526 636 682 257 157 446 220 Reduct Vol: o o O O O o o o o o o o Reduced Vol: 286 1514 101 293 1439 526 636 682 257 157 446 220 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0_0 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fin~l Vol.: is~ 1514 101 i93 1419 526 636 -682 257 15~ 446 220 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.90 0.90 0.92 0.91 0.85 0.92 0.95 0.85 0.95 0.95 0.85 Lanes: 2.00 2.81 0.19 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3502 4819 322 3502 5187 1615 3502 3610 1615 1805 3610 1615 ------------1 --------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.08 0.31 0.31 0.08 0.28 0.33 0.18 0.19 0.16 0.09 0.12 0.14 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.09 0.37 0.86 0.84 64.8 32.3 1.00 1.00 64.8 32.3 E C 7 19 0.37 0.84 32.3 1.00 32.3 C 19" 0.10 0.38 0.84 0.74 61.0 28.3 1.00 1.00 6i.O 28.3 E C 7 15 0.38 0.86 41. 0 1.00 41. 0 D 18 0.21 0.25 0.86 0.75 48.5 38.0 1.00 1.00 48.5 38.0 D D 13 12 0.25 0.63 36.4 1.00 36.4 D 8 0.12 0.16 0.75 0.78 56.8 47.5 1.00 1.00 56.8 47.5 E D 6 9 0.16 0.86 66.0 1.00 66.0 E 9 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07illil.!}07 13:48 2010 PM+ project Filename: 2010PM-2.0UT Wed Jul 18, 2007 13:48:28 Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Level Of Service Computation Report Pa.9.e 41 Page 38-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #134 Carlsbad Blvd/ Leucadia Ave ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 200 12 (Y+R=4.0 sec) 93 Critical Vol./Cap. (X): Average Delay (sec/veh): Level Of Service: 0.809 50.1 D ******************************************************************************** Street Name: Carlsbad Blvd Leucadia Ave Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11--0 ----0 -------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 o 2 o 1 1 0 1 1 0 o o 1! 0 o 1 o 1! 0 o ------------1---------------11---------------11---------------1 l--------0 ------I Volume Module: Base Vol: 14 900 270 266 719 26 30 60 23 226 36 209 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 14 900 270 266 719 26 30 60 23 226 36 209 Added Vol: 0 60 0 20 41 0 0 0 0 0 0 30 Cumulative: 0 3 9 0 0 0 . 0 0 0 4 0 0 Initial Fut: 14· 963 27.9 28.6 760 26 30· 60 23 230 3,6 239 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 15 1014 294 301 800 27 32 63 24 242 38 252 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 15 1014 294 301 800 27 · 32 63 24 242 38 252 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 15 1014 294 301 800 27 32 63 24 242 38 252 ------------l"--------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.95 0.83 0.83 0.83 0.69 0.71 0.71 Lanes: 1.00 2.00 1.00 1.00 1.93 0.07 0.27 0.53 0.20 1.30 0.09 0.61 Final Sat.: 1805 3610 1615 1805 3473 119 421 841 323 ·1697 123 819 ------------/---------------/ /---------------/ 1---------------1 /---------------/ Capacity Analysis Module: Vol/Sat: 0.01 0.28 0.18 0.17 0.23 0.23 0.08 0.08 0.08 0.14 0.31 0.31 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: LOS by Move: HCM2kAvgQ: 0.08 0.35 0.10 0.81 77.1 57.3 1. 00 1. 00 77.1 57.3 E E 1 28 0. 35 0.52 47.8 1.00 47.8 D 13 0.21 0.47 0.81 0.49 80.4 1.00 80.4 F 17 32.6 1.00 32.6 C 16 0.47 0.49 32.6 1.00 32.6 C 16 0.38 0.38 0.20 0.20 37.6 37.6 1. 00 1. 00 37.6 37.6 D D . 4 4 0. 38 0.20 37.6 1.00 37.6 D 4 0.38 0.38 0.38 0.81 40.6 57.4 1.00 1.00 40.6 57.4 D E 7 22 0.38 0.81 57.4 1.00 57.4 E 22 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07/18/2~07 13:48. 2010 PM+ project Filename: 2010PM-2.0UT Wed Jul 18, 2007 13:48:28 Ponto Vision Plan 2010 + Project Conditions PM Peak Hour Level Of Service Computation Report Pa.9.e 42 Page 39-1 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #201 La Costa Avenue and Sheridan Road. ******************************************************************************** Average Delay (sec/veh): 1.1 Worst Case Level Of Service: C[ 23.8] *******************************************************************************~ Street Name: Sheridan Road La Costa Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: Growth Adj: Initial Bse: Added Vol: Cumulative: Initial Fut: User Adj: PHF Adj: PHF Volume: Reduct Vol: Final Vol.: 10 0 1. 00 1. 00 10 0 0 0 0 0 lQ 0 1.00 1.00 0.95 0.95 11 0 0 0 11 0 Critical Gap Module: 50 1.00 50 0 0 50 1.00 0.95 53 0 53 0 0 1.00 1.00 0 0 0 0 0 0 0 0 1.00 1.00 0.95 0.95 0 0 0 0 0 0 0 1.00 0 0 0 0 1.00 0.95 0 0 0 0 578 1. 00 1. 00 0 578 0 156 0 0 1.00 0.95 0 0 0 14 748 1.00 0.95 787 0 787 30 1.00 30 0 0 30 1.00 0.95 32 0 32 50 1.00 50 0 0 50 1.00 0.95 53 0 53 524 1.00 524 240 15 779 1.00 0.95 820 0 820 0 1.00 0 0 0 0 1.00 0.95 0 0 0 Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3. 5 xxxx 3. 3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2. 2 xxxx xxxxx ------------1---------------11---------------11---------------11---------------1 Capacity Module: Cnf 1 i ct Vo 1 : 172 8 xxxx 8 0 3 xxxx xxxx xxxxx xxxx xxxx xxxxx 819 xxxx xxxxx Potent Cap.: 98 xxxx 387 xxxx xxxx xxxxx xxxx xxxx xxxxx 818 xxxx xxxxx Move Cap.: 93 xxxx 387 xxxx xxxx xxxxx xxxx xxxx xxxxx 818 xxxx xxxxx Volume/Cap: 0.11 xxxx 0.14 xxxx xxxx xxxx xxxx xxxx xxxx 0.06 xxxx xxxx ------------1---------------11---------------1 /---------------/ /---------------/ Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move : * * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap. : xxxx 254 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue,xxxxx 1.0 xxxxx xxxxx xx.xx xxxxx xxxxx xxxx xxxxx. Shrd ConDel:xxxxx 23.8 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * C * * * * * * • ApproachDel: 23.8 xxxxxx xxxxxx ApproachLOS: C * * 0.2 9.7 A LT xxxx xxxxx xxxx xxxxx -LTR -RT xxxx xxxx xxxxx 0.2 xx.xx .xxx.xx 9 . 7 xxxx xxxxx A . • xxxxxx * ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.8.0715 (c) 2006 Dowling Assoc. Licensed to RBF CONSULTING, IRVINE 07 /18/2_Q_0'I 13, 48 Filename, 2010PM-2.OUT Pa.9.e 43