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Home My WebLink AboutCT 02-12; CARLSBAD OFFICE CAMPUS; TRAFFIC IMPACT ANALYSIS REPORT; 2004-06-16I I I I I 'I I 'I I I I I I I 1 I I 'I J C-TOJ--l)- CARLSBAD OFFICE CAMPUS TRAFFIC IMPACT ANALYSIS REPORT Prepared for The Carltas Company 5600 Avenida Encinas, Suite 100, Carlsbad, CA 92008 Prepared by 1~.1f CONSULTING 5050 Avenida Encinas, Suite 260, Carlsbad, CA 92008 CONTACT: NESTOR E. MANGOHIG 760.476.9193 nmangohig@rbf.com Revised June 16, 2004 November 24, 2003 IN 55-100144.001 I I I I I I I I I I I I I I I I I I I TABLE OF CONTENTS Introduction ................................................................................................................................... 1 Project Description ........................................................................................................................ 3 Study Area .................................................................................................................................... 4 Analysis Methodology ................................................................................................................... 4 Existing Conditions ........................................................................................................................ 7 Proposed Project .......................................................................................................................... 12 Existing Plus Project Conditions .................................................................................................... 14 Short-Term (2010) Conditions ....................................................................................................... 20 Short-Term (2010) No Project Level of Service ............................................................................. 20 Short-Term (2010) With Project Level of Service .......................................................................... 23 Short-Term Significant Impacts ..................................................................................................... 23 Horizon Year Traffic Modeling Methodology .................................................................................. 27 Horizon Year (2020) Conditions .................................................................................................... 27 Long-Term Significant Impacts ...................................................................................................... 32 Left Turn Pocket Analysis .............................................................................................................. 32 Caltrans Analysis .......................................................................................................................... 33 Conclusion ....................................................................................................... ; ........................... 38 APPENDICES Appendix A: Traffic Count Sheets Appendix B: Existing Conditions HCM and ICU Worksheets Appendix C: Existing plus Project Conditions HCM and ICU Worksheets Appendix D: Short-Term (2010) No Project HCM and ICU Worksheets Appendix E: Appendix F: Appendix G: Short-Term (2010) With Project HCM and ICU Worksheets Horizon Year (2020) No Project and With Project HCM and ICU Worksheets ILV Analysis Worksheets I I I I I I I I I I I I I I I I I I I LIST OF EXHIBITS Exhibit 1: Regional Location .......................................................................................................... 2 Exhibit 2: Project Site Plan ............................................................................................................ 5 Exhibit 3: Lane Geometry .............................................................................................................. 8 Exhibit 4: Existing Peak Hour Volumes ......................................................................................... 1 0 Exhibit 5: Project Percent Distribution ........................................................................................... 15 Exhibit 6: Project Trip Assignment.. ............................................................................................... 16 Exhibit 7: Existing plus Project Peak Hour Volumes ...................................................................... 17 Exhibit 8: Short-Term (2010) No Project Peak Hour Volumes ....................................................... 21 Exhibit 9: Short-Term (2010) With Project Peak Hour Volumes ..................................................... 24 Exhibit 10: Horizon Year (2020) No Project Peak Hour Volumes ................................................... 28 Exhibit 11: Horizon Year (2020) With Project Peak Hour Volumes ................................................ 29 I I I I I I I I I I I I I I I I I I I LIST OF TABLES Table 1: HCM LOS & Delay Ranges ............................................................................................. 6 Table 2: ICU Level of Service Thresholds ..................................................................................... 7 Table 3: Existing Study Intersection Peak Hour LOS ..................................................................... 11 Table 4: Existing Roadway Segment LOS ..................................................................................... 11 Table 5: Project Trip Generation Rates ......................................................................................... 13 Table 6: Project Trip Generation -Office Scenario 1 ..................................................................... 13 Table 7: Project Trip Generation -Office Scenario 2 ..................................................................... 13 Table 8: Existing Plus Project Study Intersection LOS .................................................................. 18 Table 9: Existing Plus Project Roadway Segment Volumes and LOS ........................................... 19 Table 10: Short-Term (2010) No Project Study Intersection Peak Hour LOS ................................. 22 Table 11: Short-Term (2010) No Project Roadway Segment Volumes and LOS ........................... 22 Table 12: Short-Term (2010) With Project Study Intersection Peak Hour LOS .............................. 25 Table 13: Short-Term (2010) With Project Roadway Segment Volumes and LOS ........................ 26 Table 14: Horizon Year (2020) Conditions Study Intersection Peak Hour LOS .............................. 30 Table 15: Horizon Year (2020) Conditions Roadway Segment Volumes and LOS ........................ 31 Table 16: ILV Methodology Performance Criteria .......................................................................... 33 Table 17: ILV Analysis Summary Existing Conditions ................................................................... 34 Table 18: ILV Analysis Summary Short-Term Conditions .............................................................. 34 Table 19: ILV Analysis Summary Horizon Year Conditions ........................................................... 35 Table 20: Caltrans LOS Criteria for Freeway Segments ................................................................ 36 Table 21: Freeway Segment Analysis Existing Conditions ............................................................ 37 Table 22: Freeway Segment Analysis Short-Term Conditions ....................................................... 37 Table 23: Freeway Segment Analysis Horizon Year Conditions ................................................... 38 I I I I I I I I I I I I I I I I I I I INTRODUCTION This traffic impact analysis report analyzes the forecast traffic impact of the proposed conversion of a 154,500 square foot wholesale flower distribution/trade center into a 280,000 square foot office complex, comprised offourthree-storyoffice buildings. Two office configurations were considered for this analysis as described below. • Office Scenario 1 consists of two corporate office buildings of 80,000 and 60,000 square feet and two general office buildings of 80,000 and 60,000 square feet. • Office Scenario 2 consists of one corporate office building of 60,000 square feet and three general office buildings, two of 80,000 square feet and one of 60,000 square feet. The proposed project is located on the west side of Avenida Encinas, between Cannon Road and Palomar Airport Road, in the City of Carlsbad. Exhibit 1 illustrates the project location. The worst case office scenario (Office Scenario 2) is forecast to generate approximately 2,550 net new trips per day, which includes approximately 356 a.m. peak hour trips and approximately 333 p.m. peak hour trips. As required by the City of Carlsbad, this traffic impact study has been prepared in accordance with the City's Growth Management Plan (GMP), SANTECIITE Traffic Study Guidelines and the County of San Diego Congestion Management Plan (CMP) guidelines. The results of the analysis show that all study intersections are currently operating at acceptable levels of service based on the ICU and 2000 Highway Capacity Manual (HCM) operations methodology for evaluating signalized intersections. Similarly, all study roadway segments are forecast to operate at acceptable levels of service during the peak hours. The addition of project- generated trips to the existing conditions results does not result in a change in operating conditions from acceptable to deficient at any study intersection or roadway segment. Therefore, there are no forecast project related impacts under existing plus project conditions. Conditions at project opening year were evaluated using the Cities/County sub-area model for the year 2010. Although the project may be completed in year 2005, the 2005 subarea model does not include the extension of Cannon Road from Faraday Avenue to EI Camino Real, which opened in May 2003. The 2010 analysis for opening year presents a conservative analysis of the project conditions. Planned roadway improvements and development forecast to occur between 2005 and 2010 will have minimal impact on the conditions surrounding the project site. Therefore, the 2010 traffic model was used. The results of the analysis show that all study intersections are forecast to operate at acceptable levels of serviqe based on delay (HCM) and volume to capacity ratio (ICU) with or without the proposed project when evaluated with existing intersection configurations. Similarly, all study roadway segments are forecast to operate acceptably with or without the proposed project based on existing roadway geometry. 1 I I I I I I I I I I I I I ~ ~ f-°0 ~1- ·0 I NOT TO SCALE P.?f PROJECT LOCATION MIRAMAR November 2003 55-100144.001 - ESCONDIDO SANTEE ALLOCATION REGION EXHIBIT 1 I I I I I I I I I I I I I I I I I I I The horizon year 2020 conditions were evaluated with and without the proposed project. Horizon year conditions include the buildout of the City's Circulation Element roadways. The results of the horizon year analysis show that all study intersections are forecast to operate at acceptable levels of service when evaluated using the HCM and ICU methodologies with and without the proposed project when evaluated with existing geometry. All roadway segments are also forecast to operate at acceptable levels of service with and without the proposed project when evaluated with the existing roadway geometry. As the project does not result in a change in LOS from acceptable to deficient at any study locations, no significant impacts are forecast as a result of the proposed project. In accordance with Caltrans requirements, all freeway ramps were evaluated using the Caltrans Highway Design Manual intersecting lane vehicles (lLV) methodology. The results of the analysis show that all study ramps are operating at, and are forecast to continue operating at stable conditions. Freeway segments on 1-5 in the project vicinity, from north of Cannon Road to south of Poinsettia Lane, were evaluated using the Caltrans District 11 Freeway LOS procedures. The results of the analysis indicate that several segments currently operate at, and are forecast to continue operating at LOS E in all study scenarios. However, the SANTECIITE guidelines consider a project to cause a significant impact on a freeway segment if the project causes a vIc ratio increase of 0.01. The proposed project would result in an increase no greater than 0.002 on any deficient segment. Therefore, the project is not forecast to significantly impact any of the study freeway segments. PROJECT DESCRIPTION The proposed project is located on the west side of Avenida Encinas, approximately one-quarter mile north of Palomar Airport Road in the City of Carlsbad. The project site is bound by Avenida Encinas to the east, railroad right-of-way to the west, and office complexes to the north and south. Access to the site will be gained from two driveways along Avenida Encinas. An existing driveway at the southern project boundary will continue to be used. A second driveway currently located near the northern project boundary will be relocated a short distance to the south. The proposed 280,000 square foot Carlsbad Office Campus will replace an existing 154,400 square foot wholesale flower distribution center (considered to be 5.6 acres of wholesale trade, land use code 5001, and 7.3 acres of industrial park, land use code 2101, for modeling purposes). As specified by the Carltas Company, the proposed project consists of 4 three-story office buildings, two of 80,000 square feet each and two of 60,000 square feet each (considered to be 12.9 acres of low rise office, land use code 6002, for modeling purposes). Two office configurations were considered for this analysis as described below. • Office Scenario 1 consists of two corporate office buildings of 80,000 and 60,000 square feet and two general office buildings of 80,000 and 60,000 square feet. • Office Scenario 2 consists of one corporate office building of 60,000 square feet and three 3 I I I I I I I I I I I I I I I I I I I general office buildings, two of 80,000 square feet and one of 60,000 square feet. These two configurations were considered because they generate a significant difference in trips. The configuration that generated the most trips was used for analysis to represent a "worst case scenario". The proposed site plan is presented in Exhibit 2. STUDY AREA The project study area was defined based on the distribution of project-generated trips on the roadway network. The list of study intersections was determined based on discussion with City and Caltrans staff, previous studies of the project site, and SANTEC/ITE and San Diego County Congestion Management Plan (CMP) guidelines. For Caltrans ramps, intersections where 20 or more project-generated trips were added are included in the analysis. At Caltrans' request, the Poinsettia Lane on-and off-ramps were included in the analysis. Based on these thresholds, the study area consists of the following intersections: • Cannon Road/Avenida Encinas; • Cannon Road/l-5 SB Ramps; • Cannon Road/l-5 NB Ramps; • Palomar Airport Road/Avenida Encinas; • Palomar Airport Road/l-5 SB Ramps; • Palomar Airport Road/l-5 NB Ramps; • Poinsettia Lane/Avenida Encinas; • Poinsettia Lane/l-5 SB Ramps; and • Poinsettia Lane/l-5 NB Ramps. ANALYSIS METHODOLOGY In accordance with the SANTECIITE and San Diego County Congestion Management Plan (CMP) traffic impact study guidelines, this study analyzes the following study scenarios: • • • • • • EXisting conditions; Existing plus project conditions; Short-Term (2010) no project conditions; Short-Term (2010) with project conditions; Horizon year (2020) no project conditions; and Horizon year (2020) with project conditions. Consistent with the County guidelines, the 2000 Highway Capacity Manual (HCM) operations methodology for Signalized and Unsignalized Intersections was used to determine the operating Levels of Service (LOS) of the study intersections. The TRAFFIX software program was used as an 4 I I I I I I I I I I I I I I I I 5.00' N 26" 10' 35' W ·0 I NOT TO SCALE ~ I I I! '/ I . I 1/ -.nonl 1ir I ---e+n -a -s-------'d-a-En-_---A-V-e n r _----- JNS5-100144 -June 2004 SITE PLAN PROJECT EXHIBIT 2 I I I I I I I I I I I I I I I I I I I interface for the HCM. 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 as shown in Table 1. Table 1 HeM 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. The study intersections were also analyzed according to the Carlsbad Growth Management Plan using the Intersection Capacity Utilization (ICU) method to determine intersection Level of Service (LOS). The ICU method uses per lane capacity and intersection movement volumes to determine the volume-to-capacity (VIC) 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 were used in the analysis. The intersection LOS is based on the sum of the critical movements otherwise referred to as the total intersection VIC ratio shown in Table 2. The City of Carlsbad uses a peak hour segment analysis to analyze roadway segments. Peak hour segment LOS is determined by taking the greatest one-way traffic volume in either direction and dividing that volume by the segment peak hour capacity to yield the segment VIC ratio. A maximum capacity of 1 ,800 vehicles per hour per lane (VPHPL) was used. The LOS thresholds based on VIC ratios for segments are the same as in the intersection analysis, shown in Table 2. The City of Carlsbad Growth Management Program circulation standards allow LOS 0 for street segments and intersections during peak hours. Additionally if an intersection operates at LOS E or F without the project, a significant project impact will occur if the project increases the delay at an intersection by more than two seconds or increases the vIc ratio on a roadway segment by more than 0.02. 6 I I I I I I I I I I I I I I I I I I I Table 2 ICU Level of Service Thresholds VIC Ratio LOS 0.00 -.060 A 0.61-0.70 B 0.71-0.80 C 0.81-0.90 0 0.91 -1.00 E over 1.00 F EXISTING CONDITIONS Existing Roadway Circulation System 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 conditions are illustrated in Exhibit 3. A detailed summary of roadways in the study area is provided below. Interstate 5 (1-5) provides regional access to the Carlsbad area as a major freeway facility, generally oriented in a north-south direction. Regional project access is provided at the Cannon Road and Palomar Airport Road interchanges with I-S. 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. Access to the project site is located approximately one-quarter mile north of Palomar Airport Road on Avenida Encinas. Palomar Airport Road is a six-lane divided roadway, generally oriented in an ea~t-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. Cannon Road is a four-lane major arterial located north of Palomar Airport Road. It is oriented in an east-west direction, extending from Carlsbad Boulevard to EI Camino Real. The extension of Cannon Road to College Boulevard is expected to be completed by summer 2004. 7 I I I I I I I I I I I I I I I I .... --...... , " ..i-" / \ \1 ~ \ ~ I~+~ I I ~t~ J I ~ I \ -.. \ T " , I \ \ " LEGEND Study Intersection • " / ,--.............. 1 I~~ I , ~ \ ~ .' ""'\' " ' ...... _-, " - " \ \ I ' I J, , \ 1 / .... --...... t '" " / .J. \ 1 .... I J ,.-,.-, \ 1 " / " Cannon Rd. " " \ \ " .,--......... "-.... --.... , ... .,..", " "" ~ \ / '\ / .... \ 1 \ I ~ \ 1 .II. ~ :: '/ .... , I ~ ~ II j. -4-,.-,.-I \ ~ I, ~ 1 \ --',:;:: , ,~ / > " " ...... ' ...... -.... '" .... ... ....... --" " ... ... ... ... ... --...... ... , " \ \ I I I " / / --...... .... , ~ ~ ~ ~ " \ \ \ J '\ ~ 4~~ I I , ~ \ ~ ~ \ -. , " , " .... ...... --I I I 1 / '" '" \ " ~ 1 / " ' ...... _-.... I 0 , GEOMETRY ---~~-------------------------1L£A~N!~E~~EEx~HilIBBlITT33 I NOT TO SCALE .I:pAII= m",,",u •• ,.,. .~ I I I I I I I I I I I I I I I I I I I 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 EI Camino Real. Poinsettia Lane is planned to be completed to EI Camino Real by the year 2010. Existing Conditions Levels of Service To determine the existing operation of the study intersections, intersection movement counts were obtained from the 2003 Growth Management Plan (GMP). 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 period. 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. Table 3 summarizes the existing a.m. and p.m. peak hour LOS of the study intersections based on the existing peak hour intersection volumes. Detailed HCM and ICU calculation sheets are contained in Appendix B. As shown in Table 3, all existing study intersections are currently operating at an acceptable LOS (LOS D or better) during the a.m. and p.m. peak hours, consistent with the City of Carlsbad GMP. Roadway segment levels of service were calculated based on the peak hour segment volumes and a per lane capacity of 1,800 vph. Table 4 presents the results of the existing conditions roadway segment level of service analysis. As shown in Table 4, all of the roadway segments currently operate at acceptable levels of service. 9 I I I I I I I I I I I I I I I I ..,.--...... " , y"" " \ I \ \ ~ -1351416 \ I,.. ,343/289 243/136-~ t !' I 169/29, " , " , .... N " I ~ <b; \.. 366/234 I ~ ~ E 1921373 I ~ t I,.. ,284/210 47/144..1 ~ t !' \ 294/382-{O ~ ~ \ 53132...... it:; ~ £2 I " '\ N~§ .... , " ...... _-, LEGEND I • Study Intersection ".--...... ." ...... " , " , .... ~~ ".... " I ~m \ I \ I ~ g 181/558 \ I \..187/806 \ I ~ I,.. ,961456 \ I -195/885 I I '\ !" \ 3801446 -I \ 1317/522 -~ I'-I 34/83 , I t::: C') I .\ \ ~~ ,," " ...." ~ .... , " , " ...... _-"'" -----......... _-"", - -Cannon Rd. ---,,-.... , ---" " .... C') N ,,-N II.) \ I ~~ I I I'-0 , I NO) I ~ I,.. 5681796 'I \ 4721895-" 104/312..J \ 111/258, '\1259/1140- \ I \ >, .... " ..>. .... ,; "-" ---,; -,; ,; ,; ,; " " , .... II.) " N 0) ~ \..205/137 \ :S:~N 1 g {O ::= 464 276 \ ~ t I,.. ,3461382 \ 24/38..J ~ t!' I \ 1311219 _ 0) "'" 0) f3~~ I \ 43/73, ","","0 " Ci!i .... ,; .... .... ,; I I / .... .... ,; .... .... .... ".-.......... co N I'-N ~ C') t::w , " \ ~ ~ -650/615 ~ I,.. ,336/626 371/719- , 120/186, / \ " .... , ,; ..... _---, I I I \ I \1 '\ I \ ..... " \ \..493/1092 , 678/1659 ~!' Nco I ~"'" cole o~ I Ng;j .... ~ ,,-.... ".,.--....... ,; , .... " I \..2811202 806/1061 1121112 ..J ~!' 466/923-NCO 1'-"'" \ ~le -I'-" \::::2 .... , ~ " \ \ \ , I I XX/XX AM/PM Peak Hour Volume I I N2NE EXISTING PEAK HOUR VOLUMES JN55-100144 -June 2004 EXHIBIT 4 I I I I I I I I I I I I I I I I I I I Table 3 Existing Study Intersection Peak Hour LOS Study Intersection Cannon Road/Avenida Encinas Cannon Road/l-5 SB Ramps Cannon Road/l-5 NB Ramps Palomar Airport Road/Avenida Encinas Palomar Airport Road/l-5 SB Ramps Palomar Airport Road/l-5 NB Ramps Poinsettia Lane/Avenida Encinas Poinsettia Lane/l-5 SB Ramps Poinsettia Lane/l-5 NB Ramps . . Note: DefiCient intersection operation shown In bold . (1) LOS based on intersection delay. AM Peak Hour Delay VIC LOS(1) 24.2 0.34 C 18.4 0.52 B 19.4 0.47 B 21.3 0.52 C 23.9 0.49 C 35.9 0.42 D 25.9 0.31 C 27.3 0.34 C 23.4 0.39 C Table 4 Existing Roadway Segment LOS AM Peak Hour Direction Street Location (Lanes) Capacity Volume VIC LOS Cannon Road to Palomar NB (2) 3.600 341 0.09 A Airport Road SB (2) 3.600 380 0.11 A Avenida Encinas Palomar Airport Road to NB (1) 1.800 227 0.13 A Poinsettia Lane SB (1) 1.800 240 0.13 A EB (2) 3.600 414 0.12 A Cannon Road Avenida Encinas to 1-5 WB (2) 3.600 478 0.13 A Palomar EB (3) 5,400 587 0.11 A Airport Road Avenida Encinas to 1-5 WB (2) 3.600 794 0.22 A Note: DefiCient roadway segment operation shown In bold. (#) Number of lanes. 11 PM Peak Hour Delay VIC LOS(1) 23.8 0.32 C 23.7 0.44 C 13.8 0.66 B 33.4 0.62 C 20.5 0.45 C 28.7 0.60 C 28.0 0.41 C 24.4 0.54 C 21.7 0.44 C PM Peak Hour Volume VIC LOS 504 0.14 A 397 0.11 A 399 0.22 A 326 0.18 A 529 0.15 A 705 0.20 A 1121 0.21 A 918 0.26 A I I I I I I I I I I I I I I I I I I .1 PROPOSED PROJECT The proposed project consists of 4 three-story office buildings totaling 280,000 square feet of office space. The proposed project site is located on the west side of Avenida Encinas, approximately one-quarter mile north of Palomar Airport Road in the City of Carlsbad. The site is currently occupied by a 154,500 square foot floral warehouse that would be removed and replaced by the proposed project. The proposed land use is consistent with the City's General Plan land use for the site. Trip Generation To determine the trips forecast to be generated by the proposed project, April 2002 SANDAG Trip Generation rates were utilized in accordance with SANTECIITE Traffic Study Guidelines. The trip generation for the office use was evaluated under two land use configurations as described below. • Office Scenario 1 consists of two office buildings of 80,000 and 60,000 square feet and two general office buildings of 80,000 and 60,000 square feet. • Office Scenario 2 consists of one corporate office building of 60,000 square feet and three general office buildings, two of 80,000 square feet and one of 60,000 square feet. ________ ~ fVL A;{'\ '" Since the proposed project is a conversion of an existing bui!9irrg;-the trips currently generated from the project site had to be removed from the roadway netWork before the new project trips were added. Automatic traffic counters were placed at th{ existing driveways of the project site in February 2001 to determine the number of trips generated by the 154,500 s uare foot offi e and wholesale distribution center that currently occupies the project site. e trips generated by the e~isting land use were subtracted from the proposed land use to defermine a net increase in project trips. '---.,~ ~ -b:ll--oL~ 1ft 'fL.U-VS-e ~ Table 5 presents the trip generation rates used for each proposed land use. Tables 6 and 7 summarize the forecast project-generated trips for the alternate office land use scenarios. As shown in Tables 6 and 7, Office Scenario 2 (1 Corporate Building and 3 General Office Buildings) is forecast to generate more trips than Office Scenario 1 and was therefore used in the analysis. As shown, Office Scenario 2 is forecast to generate a net increase of approximately 2,550 daily trips, which includes approximately 356 a.m. peak hour trips and approximately 333 p.m. peak hour trips. 12 I I I I I I I I I I I I I I I I I I I Table 5 P , tT' G t' Rt rOJec np enera Ion a es AM Peak Hour PM Peak Hour Land Use Daily In Out Total In Out Corporate Office 7/ksf 1.071 0.119 1.19 0.112 1.008 General Office 20/ksf 2.52 0.28 2.80 0.52 2.08 Source: SANDAG, "Not So Bnef GUIde'; Apnf. 2002. Table 6 Office Scenario 1: Project Trip Generation (2 Corporate Buildings and 2 General Office Buildings) AM Peak Hour PM Peak Hour Land Use Quantity Daily In Out Total In Out Corporate Office 140 980 150 17 167 16 141 General Office 140 2800 353 39 392 73 291 Subtotal 3,780 503 56 559 89 432 Less Existing Land 154.5 -2,270 -298 -33 -331 -60 -246 Use Net Increase in Trips 1,510 205 23 228 29 186 Table 7 Office Scenario 2: Project Trip Generation (1 Corporate Building and 3 General Office Buildings) AM Peak Hour PM Peak Hour Land Use Quantity Daily In Out Total In Out Corporate Office 60 420 64 7 71 7 60 General Office 220 4,400 554 62 616 114 458 Subtotal 4,820 618 69 687 121 518 Less Existing Land 154.5 -2,270 -298 -33 -331 -60 -246 Use Net Increase in Trips 2,550 320 36 356 61 272 13 Total 1.12 2.60 Total 157 364 521 -306 215 Total 67 572 639 -306 333 I I I I I I I I I I I I I I I I I I I Trip Distribution & Assignment A select zone run of the project traffic analysis zone (T AZ 770) was performed using the Year 2020 Cities/County Carlsbad Sub-Area traffic model maintained by SANDAG to determine the distribution and assignment of project traffic. The distribution percentages, which were previously reviewed by City staff, are illustrated in Exhibit 5. Utilizing the project trip distribution shown in Exhibit 5, the forecast project-generated trips were assigned to the roadway network. Exhibit 6 illustrates the proposed assignment of the project- generated a.m. and p.m. peak hour trips on the roadway network. EXISTING PLUS PROJECT CONDITIONS To determine the existing plus project operating conditions at the study intersections, the project- generated trips were added to the existing condition volumes. Exhibit 7 shows existing plus project a.m. and p.m. peak hour volumes. The existing plus project volumes were evaluated with the existing intersection geometry using the HCM and ICU methodologies. Detailed ICU and HCM calculation sheets are contained in Appendix C. Table 8 summarizes the forecast existing plus project a.m. and p.m. peak hour intersection operating conditions. As shown in Table 8, the addition of the project-generated volumes did not result in a change in LOS from acceptable to deficient at any of the intersections. The City threshold for significant impacts is 2.0 seconds or more at deficient intersections or a change in VIC ratio of greater than 0.02, when an intersection is currently operating deficiently. As all intersections are forecast to operate at acceptable levels of service, the project is not forecast to significantly impact any of the study intersections under existing plus project conditions. Roadway segment levels of service were calculated based on the capacity of the roadway determined based on number of lanes and peak hour volumes. Table 9 presents the results of the existing plus project conditions roadway segment level of service analysis. As shown in Table 9, all of the roadway segments are forecast to operate at acceptable levels of service. The project is not forecast to result in a change in LOS from acceptable to deficient nor is it forecast to generate a change in VIC ratio of greater than 0.02 at a deficient location. Therefore, the project is notforecast to significantly impact any of the study roadway segments under existing plus project conditions. 14 I I I I I I I I I I I I I I I I I LEGEND • Study Intersection XX% Distribution Percent I NOQM£ JN55-100144-June 2004 37% PROJECT PERCENT DISTRIBUTION EXHIBITS I ---.,.--, ,,--....... , .... , , .... / , / , / , / , \ / \/ / C") \ \ I <0 \ I \ ~ I ,74/14 \ I ,.J 58111 \ I -58/11 , \ 'I 2114..J I I 8/63- 29/5, "\ r \ I \ 6149_ I \ '<tC") I / ~fe .\ \ / I \ C") 00 / / , / / / , , , / , .... , ---.... ------------.... --- I Cannon Rd. ---, .... , ---I , ... , / / , / \ / \ 21 \ I I )" \ 141/27 \( 118/23 \ I 141109-" 1/8..J "\ , \ 3/19, 1\ 13/101-~ I \ / N \ N I >, / .>-/ I , .... , ----... .... , , ... ...... -, ... , ... ... , ... I , ... , ... .... ....... f NfPort Rd ... "Pa\oma: . I .,.,.--...... , / I / 00 N N 1.0 ~ I ~£2;;:: \ C") 1.0 ~ I ,.J~" "'-150/29 I 26/5..J t I I \ !!:! I \ ~ / , / ."",.--.. ...... ."",.--...... , , .... , .... .... I .... _--' / , / , / \ / \ I \ I \ I -26/5 I I 1613 , I \ 2114_ 1\ "\ I I 2114-I \ 1/8, \ N \ I 21 / ~!!:!~ \ ~ ~~C") , / , / I ,.J~" "'-26/5 .... , .... , ...... ___ fIII'" ..... _-""", 6/1..J t " \ 21 , , \ " 'v~. I , ' .~ " If ",," ?o\~<;j LEGEND , I • Study Intersection Xx/XX AM/PM Peak Hour Volume I I 0 NOT TO SCALE PROJECT TRIP ASSIGNMENT JN55-100144 .June 2004 EXHIBIT 6 I I I I I I I I I I I I I I I I I I .",.".--....... , , y;' , \ / I I ~ -135/416, \.. ,417/303 I "It I' I 2431136 I , 198/34, \ , .\ , , , , , , ;' 0 , / C; ~ 9: \...516/263 \ I ~~~ 1921373 , I ~ t \.... ,284/210 I 73/149...1 "\ t I' \ 294/382 -!D ~ ~ , un:::~ / \, 53132, NC;~;, , , --.... LEGEND • Study Intersection ---.",.--..... , , , , , , ;' r-;' , 010 I!) C') \ ~cn / \ C') C') 239/569 \ \...187/806 ~o I , C') ~ ~ \.. ,961456 , I -253/896 I 3881509 -'I , , 1201315 "\1' , , 34/83, , 13231571-c» r-/ r-C') \ o~ / ;' r-N ;' , N , 10.,., , , ---... -----......--; ---/...., --- ;' ION , /' " I~!e '\ I \ r-r-\ , g:j ~ I \...493/1092 \ I ~ \.... 7091823 '( 79611682 \ I 486/1004...1 " 105/320...1 "\ I' ' \ 4861277-"127211241-«>00 , \ / \ ~~ / ) ;' >. ~a;;, , ' ___ -' " N, " ",."" '" --.",. , , , , , , ;' r-, / r-~ ~ \...231/142 ~ a5 ~ 4641276 C') co ~ ~ t \.. ,346/382 I , \ .,., ;' ."".--.. ...... , CON , / ~~ \ ~~ -676/620 C') N ~ \..,336/626 3731733- 121/194, , , ;' , , / ."....-.............. , , ;' , -/ \ \ I \... 281/2021 \ \ , 82211064 , I I 1121112.J "\ I' I '\ 468/937-;::!:~ I \ :!;:~ / \;0:2 ;' ~ , , 30/39...1 "\ t I" \ 1311219-~ rg ffi \ 43173, ~ ffi ~ / ...... _--...... I I I , ~ ;' , XX/XX AM/PM Peak Hour Volume o NOT TO SCALE JN55-100144-June 2004 EXISTING PLUS PROJECT PEAK HOUR VOLUMES EXHIBIT? ------------------- Table 8 Existing Plus Project Study Intersection Peak Hour LOS Existing Conditions EXisting Plus Project Study Intersection AM PM AM PM Delay VIC LOS (1) Delay VIC LOS (1) Delay VIC LOS (1) Delay VIC Cannon Road/Avenida Encinas 24.2 0.34 C 23.8 0.32 C 24.6 0.37 C 23.8 0.33 Cannon Road/l-5 SB Ramps 18.4 0.52 B 23.7 0.44 C 18.8 0.52 B 23.7 0.46 Cannon Road/l-5 NB Ramps 19.4 0.47 B 13.8 0.66 B 18.3 0.47 B 13.8 0.68 Palomar Airport Rd'/Avenida Encinas 21.3 0.52 C 33.4 0.62 C 22.8 0.56 C 35.3 0.66 Palomar Airport Roadll-5 SB Ramps 23.9 0.49 C 20.5 0.45 C 24.1 0.53 C 19.8 0.46 Palomar Airport Roadll-5 NB Ramps 35.9 0.42 D 28.7 0.60 C 36.5 0.44 D 28.7 0.61 Poinsettia Lane/Avenida Encinas 25.9 0.31 C 28.0 0.41 C 24.3 0.33 C 28.1 0.43 Poinsettia Lane/l-5 SB Ramps 27.3 0.34 C 24.4 0.54 C 27.3 0.34 C 24.4 0.54 Poinsettia Lane/l-5 NB Ramps 23.4 0.39 C 21.7 0.44 C 23.4 0.40 C 21.7 0.44 Note: Deficient intersection operation shown in bold. (II LOS based on intersection delay. 18 Change in I delay AM PM LOS (1) C 0.4 0.0 C 0.4 0.0 B 0.0 0.0 D 1.2 1.9 B 0.2 0.0 C 0.6 0.0 C 0.0 0.1 C 0.0 0.0 C 0.0 0.0 ------------------- Table 9 Existing Plus Project Roadwav Seament Volumes and LOS Existing Plus Project Direction AM PM AM Peak Hour PM Peak Hour (Lanes) Existing Existing Street Location Capacity VIC VIC Volume VIC LOS Volume VIC Cannon Road to Palomar NB (2) 3,600 0.09 0.14 455 0.13 A 569 0.16 Airport Road SB (2) 3,600 0.11 0.11 444 0.12 A 499 0.14 Avenida Encinas Palomar Airport Road to NB (1) 1,800 0.13 0.22 269 0.15 A 407 0.23 Poinsettia Lane SB (1) 1,800 0.13 0.18 245 0.14 A 361 0.20 EB (2) 3,600 0.12 0.15 422 0.12 A 592 0.16 Cannon Road Avenida Encinas to 1-5 WB (2) 3,600 0.13 0.20 552 0.15 A 719 0.20 Palomar Airport EB (3) 5,400 0.11 0.21 604 0.11 A 1,249 0.23 Avenida Encinas to 1-5 Road WB (2) 3,600 0.22 0.26 944 0.26 A 947 0.26 ----- Note: Deficient roadway segment operation shown in bold (#) Number of lanes 19 AM PM Change in Change in LOS VIC VIC A 0.032 0.018 A 0.018 0.028 A 0.023 0.004 I I A 0.003 0.019 A 0.002 0.018 A 0.021 0.004 A 0.003 0.024 A 0.042 0.008 I I I I I I I I I I I I I I I I I I I SHORT-TERM (2010) CONDITIONS To determine the short-term impacts on the roadway system associated with City approved or pending projects within the study area, the City of Carlsbad SANDAG Cities/County subarea model for the year 2010 was used. The 2010 traffic model volumes were post-processed for the peak hours based on a turns report provided by SANDAG for the peak hours. The SANDAG turns report provides turning movement information for the a.m. and p.m. peak hours and reflect travel patterns with new roadways completed, resulting in redistribution of traffic through Carlsbad. Conditions at project opening year were evaluated using the Cities/Counties subarea model for the year 201 O. Although the project may be completed in year 2005, the 2005 subarea model does not include the extension of Cannon Road from Faraday Avenue to EI Camino Real, which opened in May 2003. The 2010 analysis for project opening year presents a conservative analysis of the project conditions. Planned roadway improvements and development forecast to occur between 2005 and 2010 will have minimal impact on the conditions surrounding the project site. Therefore, the 2010 traffic model was used. Since the land use for the project traffic analysis zone will be removed and replaced as part of the proposed project, the land use in the model was left in the post processed model volumes, thereby reflecting the Short-Term (2010) No Project conditions. Short-Term (2010) No Project volumes are illustrated in Exhibit 8. Several roadway improvements are assumed in the year 2010 by the City of Carlsbad for the short- term conditions. These improvements are included in the evaluation of the study intersections and roadway segments under the short-term with and without project conditions. The short-term roadway improvements include: • Extension of Cannon Road from Faraday Avenue to EI Camino Real • Extension of Melrose Drive from terminus in Vista to Palomar Airport Road • Construction of Faraday Avenue from EI Camino Real to Melrose Drive • Extension of EI Fuerte from Palomar Airport Drive to Faraday Avenue • Completion of Poinsettia Lane SHORT-TERM (2010) NO PROJECT LEVELS OF SERVICE Short-term conditions were evaluated based on volumes calculated from the traffic model and existing conditions intersection geometry using both the ICU and HCM analysis methodologies. Detailed ICU and HCM calculation sheets are contained in Appendix D. Table 10 summarizes the Short-Term (2010) No Project peak hour intersection LOS. As shown in Table 10, all study intersections are forecast to operate at an acceptable LOS under Short-Term (2010) No Project conditions. Roadway segment levels of service were calculated based on the peak hour capacity and volume of the roadway. Table 11 presents the results of the Short-Term (2010) No Project conditions roadway segment level of service analysis. As shown in Table 11, all of the roadway segments are forecast to operate at acceptable levels of service. 20 I I I I I I I I I I I I I I I I I I ..",..--....... ;' ..... / , \ / ~~n~ ~ '-139/288 \ 1 ~;: &l 1551458 \ ~ t '" ,394/319 17/36...1 \ 288/150- '\ 194135, , ."",..--...... / ..... / co , I ~ *1 ~ '-371/223 I ~ ~ m 233/461 ~ t '" , 395/355 I I \ 2041117 ...I "t r \ 521/248-M g ~ I \ , 55/42, ~ ~ ~ / I , , ..... _.-.",.,. LEGEND • Study Intersection I I \ .\ / / --..... --.... , -..... ;' , ;' ..... / co r-/ , .... 0 '\ £2~ / \ CD CD 2021716 \ '-1081372 co co I \ .... (') ~ '" , 1121338 \ I --268/760 , 5611703--I, 410/304...1 "r I I , 131166, , ---.... , , , \ 537/606_ '<j-(') I CD 0 I N~ I '\ ;::::05 / '<j-CD / , / , / ------....--.... -- ;' ;' , ."..--....... , ."..-..... /'CD~ , ,/ " I ~~ \ / \ 00; I N ~ \ I '-3421227 \ I ~ '" 798/800 \ I 934/1465 \ \ 9021910--'I 114190...1" r ' \ 125/180, 1\122811195-0 N I \ I \ ~~ I ~ CD~ > ' >-~M / ..... , /... ~ , ", ...... _-, ", ~ ;' / --.... ..... ~ CD (') ~ ~ CD ..... , .... ."..----, ;' / \ / ..... / I \ I '-429/167 , I ~ m --823/696 ~ ",,5421353 I I 12081873 / / , I ~ ~ ~ '-284/148 ~ ~§ 358/259 ~ t '" ,254/421 149/112...1 "t r \ 1451383-m ~ ~ \ 54151, ~;:a!£ , CD ~ / , ,-----+----360/1083-- \ 104/185, '\ , / ..... , ...... _--""" I I I / I, 79/122...1 " r I \ 370/1580--CD ~ t::J:: '\ :;::~ ~ r-/ , ~ (') , , \ \ , I I I XX/XX AM/PM Peak Hour Volume o NOT TO SCALE JN55-100144-June 2004 SHORT-TERM (2010) NO PROJECT PEAK HOUR VOLUMES EXHIBIT 8 I I I I I I I I I I I I I I I I I I I Table 10 Short-Term {2010} No Project St d I t f P k H LOS U Iy n ersec Ion ea our Study Intersection AM Peak Hour PM Peak Hour Delay Cannon Road/Avenida Encinas 27.8 Cannon Roadll-5 SB Ramps 22.9 Cannon Roadll-5 NB Ramps 15.7 Palomar Airport Road/Avenida 35.3 Encinas Palomar Airport Road/l-5 SB Ramps 18.5 Palomar Airport Road/l-5 NB Ramps 37.3 Poinsettia Lane/Avenida Encinas 25.6 Poinsettia Lane/l-5 SB Ramps 14.9 Poinsettia Lane/l-5 NB Ramps 17.2 Note: Deficient Intersection operation shown In bold. (1) LOS based on intersection delay. VIC 0.41 0.38 0.37 0.76 0.42 0.41 0.37 0.36 0.42 Table 11 LOS(1) Delay VIC LOS(1) C 29.7 0.51 C C 25.2 0.43 C B 22.7 0.72 C D 40.0 0.82 D B 16.5 0.40 B D 12.8 0.42 B C 28.7 0.60 C B 23.7 0.64 C B 23.2 0.60 C Short-Term (2010) No Project Roadway Segment Volumes and LOS Direction (Lanes) Street Location Capacity Cannon Road to NB (2) 3,600 Palomar Airport Road SB (2) 3,600 Avenida Encinas Palomar Airport Road to NB (1) 1,800 Poinsettia Lane SB (1) 1,800 Cannon EB (2) 3,600 Road Avenida Encinas to 1-5 WB (2) 3,600 Palomar EB (3) 5,400 ~irport Road Avenida Encinas to 1-5 WB (2) 3,600 Note: Deficient roadway segment operation shown In bold (#) Number of lanes Short-Term (2010) no Project AM Peak Hour PM Peak Hour Volume VIC LOS Volume VIC 502 0.14 A 563 0.16 465 0.13 A 756 0.21 516 0.29 A 573 0.32 383 0.21 A 724 0.40 574 0.16 A 869 0.24 688 0.19 A 1,064 0.30 1,021 0.19 A 1,107 0.21 1,005 0.28 A 1,003 0.28 22 LOS A A A A A A A A I I I I I I I I I I I I I I I I I I I SHORT·TERM (2010) WITH PROJECT LEVELS OF SERVICE To determine Short-Term (2010) with Project operating conditions at the study intersections, project-generated trips were added to the "no projecf' condition traffic volumes. Exhibit 9 shows the forecast Short-Term with Project peak hour intersection volumes. Using the Short-term with Project peak hour volumes, study intersection operations were evaluated based on existing intersection geometry for both the HCM and ICU methodologies. Detailed ICU and HCM calculation sheets are contained in Appendix E. Table 12 summarizes the Short-Term with Project peak hour intersection LOS. As shown in the table, the addition of the project-generated trips does not result in a change in operating conditions at any of the study intersections. Peak hour roadway segment analysis was conducted based on the existing number of lanes per roadway segment. The results of the analysiS are summarized in Table 13. As shown, all of the roadway segments are forecast to operate at acceptable levels of service under Short-Term with Project conditions. SHORT·TERM SIGNIFICANT IMPACTS Analysis of the existing and Short-Term (2010) conditions with and without the project show that all study intersections currently operate and are forecast to operate at LOS D or better in the a.m. and p.m. peak hour according to the ICU and HCM methodologies. Likewise, all study roadway segments currently operate and are forecast to operate at acceptable levels of service using the City's methodology for peak hour analysis and capacity thresholds. The addition of the project-generated traffic through the study intersections and along the study roadway segments does not result in a change in operating conditions from acceptable to deficient. As there are no deficient locations within the study area, the project is not forecast to significantly impact any study intersection or roadway segment under Short-Term conditions. 23 I I .""..--...... , .". , .\-/ co co ~ '-139/288 \ V ~ 8 C';j -155/458 \ I )'1 \... r468/332 1 I J 17/36..J I --.... ." , ..... ---...... .". , .". '/ \ / ;n :::; \ / '-108/372 \ I ~ ~ 2601727 \ I -3261771 1 I .,)f?, ~ r112133B \ I I I --:-1--'\ 4121312 ~ r I \ 5691766-I \ 5431655-g1 ~ / \ 13/166, I \ t;;: ~ / I \ 288/150- \ 223/40, , .\ /, ,,; ,,; ...... -..... ,,;' .". -.... _-", ' ...... _-:: I I I I I I I I I I I I I I --.... ... , .". , / 00 ~ ~ '-521/252 I ~ B 8 233/461 I ; ,'\... r395/355 I ~ t r I 2301122 ..J M:;g ~ \ 521/248 --..->::: ~ I \ 55142, ~~~ / , .". , ... --- LEGEND • Study Intersection Volume XX/xX AM/PM Peak Hour o I NOT TO SCALE ~ JN55-100144 -June 2004 Cannon Rd. ,,; .". ..--...... , ..... --..... , ... , .". '/ \ / ~ ~ \ / '-3421227 \ I ~ ~ \ I 105211488 , N~ \ I .J ~ 941/825 1 ___ 7t=-~ , ' 'I 115/98..J ~ r I I 91.1019-' I '127211241-iii ~ I \ 128/199-I \ ~ LO / \ / ~ ..-~ .". >, -,,; ....... ", ...... --",. , -.... _-.... ... ... --.... ." , --.... ,,; , .".-'/ \ / '/ \ /-~ ~ -8491701 \ \ I '-429/167 I I f '\ r 5421353 en I I 12241876 J ',if , I 79/122..J ~ t I I \ 37211594-~ J;: I \ 36211097- \ 105/193, \ / , .". " -.... _- I I I I \ :;::::e / , ~C").". ...... .". / / ~ . .". V - / ~~ / tb0 / / ?O\~ M (2010) WITH SHORT-TER . R VOLUMES PROJECT PEAK HOU EXHIBIT 9 ------------------- Study Intersection AM Delay VIC Cannon Road/Avenida Encinas 27.8 0.41 Cannon Road/I-5 SB Ramps 22.9 0.38 Cannon Road/l-5 NB Ramps 15.7 0.37 Palomar Airport Rd.lAvenida Encinas 35.3 0.76 Palomar Airport Road/I-5 SB Ramps 18.5 0.42 Palomar Airport Road/l-5 NB Ramps 37.3 0.41 Poinsettia Lane/Avenida Encinas 25.6 0.37 Poinsettia Lane/I-5 SB Ramps 14.9 0.36 Poinsettia Lane/l-5 NB Ramps 17.2 0.42 Table 12 Short-Term (2010) With Project Studv Intersection Peak Hour LOS - No Project PM AM LOS(1) Delay VIC LOS(1) Delay VIC C 29.7 0.51 C 27.9 0.44 C 25.2 0.43 C 23.1 0.38 B 22.7 0.72 C 15.8 0.40 D 40.0 0.82 D 36.0 0.78 B 16.5 0.40 B 18.0 0.46 D 12.8 0.42 B 37.0 0.45 C 28.7 0.60 C 25.5 0.38 B 23.7 0.64 C 14.7 0.36 B 23.2 0.60 C 17.3 0.43 Note: Deficient intersection operation shown in bold. \II LOS based on intersection delay. 25 With Project Change in I delay PM PM i AM LOS(1) Delay VIC LOS(1) C 30.5 0.52 C 0.1 0.8 C 25.0 0.44 C 0.2 0.0 B 23.0 0.74 C 0.1 0.3 D 42.2 0.85 D 0.7 2.2 B 15.9 0.41 B 0.0 0.0 D 13.0 0.44 B 0.0 0.2 C 29.5 0.61 C 0.0 0.8 B 23.6 0.64 C 0.0 0.0 B 23.4 0.60 C 0.1 0.2 ------------------- Direction Street Location (Lanes) Cannon Road to Palomar NB (2) Airport Road SB (2) Avenida Encinas Palomar Airport Road to NB (1) Poinsettia Lane SB (1) Cannon Road Avenida Encinas to 1-5 EB (2) WB (2) Palomar Airport EB (3) Avenida Encinas to 1-5 Road WB (2) Table 13 Short-Term (2010) With Project Roadwav Seament Volumes and LOS With Project No No AM Peak Hour PM Peak Hour Project Project Capacity AM PM Volume VIC LOS Volume VIC 3,600 0.14 0.16 616 0.17 A 627 0.17 3,600 0.13 0.21 529 0.15 A 858 0.24 1,800 0.29 0.32 558 0.31 A 581 0.32 1,800 0.21 0.40 388 0.22 A 759 0.42 3,600 0.16 0.24 582 0.16 A 932 0.26 3,600 0.19 0.30 762 0.21 A 1,078 0.30 5,400 0.19 0.21 1,038 0.19 A 1,235 0.23 3,600 0.28 0.28 1,155 0.32 A 1,032 0.29 Note: Deficient roadway segment operation shown in bold. (#) Number of lanes. 26 AM PM Change in Change in LOS VIC VIC A 0.032 0.018 A 0.018 0.028 A 0.023 0.004 A 0.003 0.019 A 0.002 0.018 A 0.021 0.004 A 0.003 0.024 A 0.042 0.008 I I 1 . 1 I I I I I I I I I I I I I I I HORIZON YEAR TRAFFIC MODELING METHODOLOGY The City of Carlsbad subarea model, based on the SANDAG 2020 Cities/County model, was used in this analysis. The 2020 model assumes full build out of the City's circulation system. In addition to the improvements identified by 2010, the 2020 model includes the Reach D Cannon Road extension. Peak hour turning movement volumes presented in the TIF were used at the study intersections . Since the land use for the project traffic analysis zone would be removed and replaced as part of the proposed project, the land use in the model was left in the post processed model volumes, thereby reflecting the Long-Term (2020) No Project conditions. HORIZON YEAR (2020) CONDITIONS Horizon Year 2020 peak hour intersection volumes are illustrated in Exhibits 10 and 11 for the no project and with project scenarios, respectively. Roadway segment and intersection analysis is based on the existing conditions intersection geometry and roadway capacities. Intersection Level of Service Analysis All study intersection operating conditions were evaluated based on existing intersection geometry using the ICU and HCM methodologies. Detailed ICU and HCM calculation worksheets are contained in Appendix F. The results of the level of service analysis are summarized in Table 14. As shown in the table, all study intersections are forecast to operate at acceptable levels of service in the peak hours with and without the proposed project. The addition of the project-generated trips does not result in a change in LOS from acceptable to deficient at any location based on delay or V /C ratio. Therefore, the project is not forecast to significantly impact any of the study intersections under horizon year conditions. Roadway Segment Level of Service Analysis Peak hour roadway segment volumes were calculated based on the peak hour intersection volumes. The peak hour volume to capacity ratios were calculated based on the existing number of lanes on each roadway segment. Table 15 presents the results of the horizon year roadway segment level of service analysis. As shown in the table, all segments are forecast to operate at acceptable LOS with and without the proposed project. 27 I I I I I I I I I I I I I I I I I ".--...... "" ...... I I /' 0 , \' 1D~t;; "'-183/284 \ MM-__ N 64/98 ID~~ \ NCO~ ,315/266 .)~" I \ .\ "" "" "" , 20/8--' I \ 145/113-I \ 213/53, , , ,,--...... ...... -...... /' , /' ...... / N / , ID N \ £2~ I \ '<I" ex> 338/613 \ "'-203/394 \ N r-I N'<I" .-J " ,301/418 \ I --561/1009 I " 59/81...J I 3701551-'It' 119/174, I \ 8111687_ N '" I , ...... /' ..... _-"", /' /' /' /' I \ ~~ , r-co / r-/ , ...... /' -----......--; /' /' --.... "", .--....... //'OID , /''''' ...... , / ~~ \ I \ I ~ ~ \ I "'-3281339 \ , .)" 963/1060 \( 1177/1629 \ I 867/1358-"1OO/68...J 'I t' J \ 1521240...... 1\ 1269/1294 -'" '<I" I ., I CO eo \ \ ~~ I > /'.>. ~gj /' ...... /' ", ..... --..,..,. "" "" "" r ~\rport Rd ~~ __ ~~~~~~~/_~~a~\~Oma . ""...--...... /' ...... /' ID , / ~ ~!e "'-3991234 I ffi ~ ~ 3121867 I .-J ~ " ,457/309 \ I 305192..1 "" t t' J \ IDMex> I 510/343-g ~ ~ I \, 77148, co ~ P:I /' ...... /' ..... _ ..... ."". LEGEND • Study Intersection 78/65...J \ 2571281- \ 26/41, , ""...--.......... ".--....... /' ...... "" ...... /' 0 ,/' , / P:I~ \ / \ ~co I g ~ --8491901 \ I "'-363/183 \ I .-J" ,536/456 II 1184/1160 I I 6631967-J I 159/140...J "" t' I \ 143/182, / \611/1327 -~ fJ / , /', §~ /' ...... /' ...... N ID /' ...... ___ <IfIII' I xx/xx AM/PM Peak Hour Volume JN55-100144-June 2004 HORIZON YEAR (2020) NO PROJECT PEAK HOUR VOLUMES EXHIBIT 10 I I I I I I I I I I I I I I I I ."..--, ;' .... / 0 , \ 1 ~ ~ E2 \....183/284 \ iO ~ ~ 64/98 NCO~ \ ..; • ~ ,389/280 20/8...1 \ 1451113- \ 242158, , ."".--....... '" .... /.., , I I ~ ~ ~ \....549/263 I ~ ~ ~ 3121667 \ ..; • ~ ,457/309 I 331/97...1 ~ tt" \ 510/343-~ ~ ~ " \ 77/48-.,. i3 ~ j:::: , 'CO~~ / .... '" ..... _-".; LEGEND • Study Intersection I I I , \ .\ ;' ;' "..--...... --.... -, ;' , ;' .... / N / , co N \ ~£2 I \ o co 3961624 \ "--203/394 \ .q-r-I N .q-..; ~ ,301/418 , , --619/1020 I " 61195...1 I 3781614-~t' 1191174, I \ 817fl36_ NO) I N .., , .... '--- '" '" '" ;' ;' I \ CO~ I / , t-~ / .... ;' -----......--- ;' ;' ,...--...... , "...-...... ;' ;' .... / N~ 'I" , I ~~ \ / \ I ~ ~ \ I "--3281339 \ ..;" 110411007 '( 1295/1652 -8-81-/1-46-7----+---" 101/76...1 ~ t' \ 1551259, 1\128211395-",.q-I \ I \ ~~, ) /.>. N~ / .... ;'.... ~ ~ ~ ./ .... _-" ,. ~ ,. ,---........ ".---........ '" .... '" .... / 0 ,I" , 1~:7S \' \ ~co ;' .... / co 0 , ~CO "--~ £2 £2 371/137 \ ~ ~ ~ 1821262 \ ..; • ~ ,4021640 , 84/66...1 ~ tt" \ 257/281 --i:iI; ~ ~ ;:::::::c:~ \ 26/41, ~ .q-co , M~ / '" I g ~ --8751906 \' , ..; ~ ,536/456 , , ----t----I , 665/581-159/140...1 \ 613/1341-, \ \ 144/190, I , " / , .... '" ...... _--."",. "--363/183 \ 1200/1163 I ~ t' J I , XXlXX AM/PM Peak Hour Volume I I N2AlE JN55-100144 -June 2004 HORIZON YEAR (2020) WITH PROJECT PEAK HOUR VOLUMES EXHIBIT 11 ------------------- Study Intersection AM Delay VIC Cannon Road/Avenida Encinas 27.1 0.41 Cannon Roadll-5 SB Ramps 25.4 0.40 Cannon Road/l-5 NB Ramps 10.7 0.44 Palomar Airport Rd.lAvenida Encinas 38.6 0.80 Palomar Airport Roadll-5 SB Ramps 18.6 0.48 Palomar Airport Roadll-5 NB Ramps 36.4 0.47 Poinsettia Lane/Avenida Encinas 26.0 0.47 Poinsettia Lanell-5 SB Ramps 16.2 0.45 Poinsettia Lane/l-5 NB Ramps 23.1 0.50 Table 14 Horizon Year (2020) Conditions Study Intersection Peak Hour LOS No Project PM AM LOS(1) Delay VIC LOS(1) Delay VIC C 29.2 0.43 C 27.4 0.44 C 19.6 0.42 B 25.1 0.40 B 10.7 0.63 B 11.3 0.47 D 42.1 0.83 D 40.0 0.83 B 13.1 0.47 B 18.0 0.52 D 13.1 0.45 B 36.3 0.50 C 28.8 0.61 C 26.2 0.48 B 22.7 0.61 C 16.0 0.45 C 22.9 0.54 C 23.1 0.51 Note: Deficient intersection operation shown in bold. \1) LOS based on intersection delay. 30 With Project Change in delay] I PM AM PM LOS(1) Delay VIC LOS(1) C 28.3 0.45 C 0.3 0.0 C 19.3 0.43 B 0.0 0.0 B 10.9 0.65 B 0.6 0.2 D 45.7 0.87 D 0.4 3.6 B 12.7 0.49 B 0.0 0.0 D 13.2 0.46 B 0.0 0.1 C 29.0 0.63 C 0.2 0.2 B 22.6 0.62 C 0.0 0.0 C 22.8 0.55 C 0.0 0.0 ------------------- Direction Table 15 Horizon Year (2020) Conditions Roadway Segment Volumes and LOS No Project AM Peak Hour PM Peak Hour With Project AM Peak Hour PM Peak Hour Street Location Lanes Capacity Volume VIC LOS Volume VIC LOS Volume VIC LOS Volume VIC LOS Cannon Road to NB (2) 3,600 726 0.20 A 509 0.14 A 840 0.23 A 574 0.16 A Palomar Airport Road SB (2) 3,600 458 0.13 A 875 0.24 A 522 0.15 A 977 0.27 A Avenida Encinas Palomar Airport Road NB (1) 1,800 652 0.36 A 531 0.30 A 694 0.39 A 539 0.30 A to Poinsettia Lane SB (1) 1,800 432 0.24 A 693 0.39 A 437 0.24 A 731 0.41 A EB (2) 3,600 489 0.14 A 725 0.20 A 497 0.14 A 788 0.22 A Cannon Road Avenida Encinas to 1-5 WB(2} 3,600 562 0.16 A 648 0.18 A 636 0.18 A 662 0.18 A Palomar Airpon EB (3) 5,400 1,017 0.19 A 1,422 0.26 A 1,034 0.19 A 1,550 0.29 A Avenida Encinas to 1-5 Road WB(2} 3,600 1,169 0.32 A 1,210 0.34 A 1,320 0.37 A 1,239 0.34 A Note: Deficient roadway segment operation shown in bold. (#) Number of lanes. 31 AM PM Change in Change in VIC VIC 0.032 0.018 0.018 0.028 0.023 0.004 0.003 0.021 0.002 0.018 0.021 0.004 0.003 0.024 0.042 0.008 I I I I I I I I I I I I I I I I I I I The addition of project-generated trips does not result in a change in LOS from acceptable to deficient or a change in VIC ratio of 0.02 or more for deficient segments. Therefore, the project is not forecast to significantly impact any of the study roadway segments under horizon year conditions. LONG·TERM SIGNIFICANT IMPACTS All study intersections are forecast to operate at acceptable levels of service based on the ICU and HCM methodology with and without the proposed project. Similarly, the peak hour study roadway segment analysis indicates that all study roadway segments are forecast to operate at an acceptable LOS with and without the proposed project. The results of the analysis show that the study intersections and roadway segments are not forecast to be significantly impacted by the project. LEFT TURN POCKET ANALYSIS Left turn access into the project site will be provided at two driveways located on Avenida Encinas. The southern left turn access is approximately 100 feet in length. The existing northern left turn access is approximately 160 feet in length. The project would relocate the northern driveway a short distance to the south but would be able to maintain or exceed the existing 160-foot left turn pocket length. The amount of left turn storage length required to accommodate the proposed project was analyzed using both the Synchro and SimTraffic software packages. The a.m. peak hour period was evaluated since the majority of traffic would be inbound. Based on the proposed land use trip generation, without discounting for existing trips generated by uses currently on-site, the project is expected to generate a total of 618 inbound trips in the a.m. peak hour. Based on the trip distribution for the site, approximately 420 of the inbound vehicles would be expected to access the site from the south and would therefore perform a left turn into the site. The highest forecast a.m. peak hour southbound through volume at the driveway was assumed for the analysis since all vehicles turning left into the site would be required to yield to oncoming through vehicles and project vehicles turning right into the site. The 85th percentile is often used as a design value and represents a condition that will be satisfied 85% of the time. The Synchro and SimTraffic analysis programs report the 95th percentile values when evaluating queue lengths and are therefore more conservative than the 85th percentile length. The 95th percentile queue length represents a queue length that would not be exceeded 95 percent of the time. The Synchro analysis indicates that the 95th percentile queue length would be approximately 98 feet. The SimTraffic simulation analysis estimates an average queue of approximately 109 feet, a 95th percentile queue of 181 feet, and a maximum queue of 183 feet. Based on the Synchro and SimTraffic analyses, the 160-foot left turn pocket alone would be sufficient to accommodate the average expected queues into the site. The total left turn pocket length provided by the two existing access points (a total of 260 feet) would be more than sufficient to accommodate the 95th percentile and maximum queues estimated by the SimTraffic analysis. It should be noted that five random simulation runs were used for the SimTraffic evaluation. 32 I I I I I I I I I I CAL TRANS ANALYSIS In accordance with SANTECIITE and Caltrans guidelines, all state-owned facilities were evaluated using the required Caltrans methodologies. Ramp intersections were evaluated using the Caltrans Highway Design Manual ILV methodology (Topic 406) and freeway mainline segments were evaluated using the Caltrans District 11 methodology. The results are summarized herein. ILV Analysis The California Department of Transportation requires freeway ramps to be evaluated using the intersecting lane vehicles (lLV) methodology for evaluating intersection performance when a project is forecast to add 20 or more peak hour trips to the freeway ramp intersections. This methodology measures the signal phasing, volumes and intersection capacity. The thresholds for intersection performance are summarized in Table 16. Table 16 ILV Methodology Performance Criteria Total Volume Through Intersection Classification Description Less than 1 ,200 Stable Flow Slight, but considerable delays possible. 1 ,200 to 1 ,500 Unstable Flow Considerable delays expected to occur. Greater than 1 ,500 Capacity Stop and go conditions with severe delay and heavy congestion. I Intersections were evaluated using the ILV methodology based on traffic volumes forecast for this project and existing intersection geometry. The results of the ILV analysis methodology are I summarized in Tables 17 through 19. ILV worksheets are provided in Appendix G. I I I I I I I 33 I I I I I I I I I I I I I I I I I I I Scenario Cannon Road/I-5 SB Ramps Cannon Road/l-5 NB Ramps Palomar Airport Road/l-5 SB Ramps Palomar Airport Road/I-5 NB Ramps Poinsettia Lane/I-5 SB Ramps Poinsettia Lane/I-5 NB Ramps Table 17 ILV Analysis Summary EXisting Conditions Existing Conditions AM PM 758 630 Stable Stable 920 794 Stable Stable 738 674 Stable Stable 1,061 1,139 Stable Stable 741 851 Stable Stable 672 739 Stable Stable Table 18 ILV Analysis Summary Short-Term (2010) Conditions 2010 No Project Scenario AM PM Cannon Road/I-5 SB Ramps 823 869 Stable Stable Cannon Road/I-5 NB Ramps 758 630 Stable Stable Palomar Airport Road/l-5 SB 620 587 Ramps Stable Stable Palomar Airport Road/I-5 NB 1,084 690 Ramps Stable Stable Poinsettia Lane/I-5 SB 524 1,029 Ramps Stable Stable Poinsettia Lane/l-5 NB 696 1,178 Ramps Stable Stable 34 Existing Plus Project AM PM 762 662 Stable Stable 923 805 Stable Stable 809 703 Stable Stable 1,065 1,155 Stable Stable 742 858 Stable Stable 672 742 Stable Stable 2010 With Project AM PM 843 903 Stable Stable 758 630 Stable Stable 691 601 Stable Stable 1,124 705 Stable Stable 525 1,036 Stable Stable 696 1,185 Stable Stable I I I I I I I I I I I I I I I I I I I Table 19 ILV Analysis Summary Horizon Year (2020) Conditions 2020 No Project 2020 With Project Scenario AM PM AM PM Cannon Road/l-5 S8 Ramps 575 596 580 627 Stable Stable Stable Stable Cannon Roadll-5 N8 Ramps 494 629 497 640 Stable Stable Stable Stable Palomar Airport Roadll-5 S8 733 711 803 754 Ramps Stable Stable Stable Stable Palomar Airport Roadll-5 N8 1,140 753 1,180 769 Ramps Stable Stable Stable Stable Poinsettia Lane/l-5 S8 680 962 681 969 Ramps Stable Stable Stable Stable Poinsettia Lane/l-5 N8 817 1,013 822 1,020 Ramps Stable Stable Stable Stable As shown in Tables 17 through 19, the 1-5 ramps at Cannon Road, Palomar Airport Road, and Poinsettia Lane are currently operating at stable conditions and are forecast to continue operating at stable conditions with and without the project for all future scenarios. Freeway Segment Analysis As requested by Caltrans, the 1-5 freeway segments in the project vicinity were analyzed under all study scenarios. Freeway segment operating conditions were assessed using the Caltrans District 11 procedures for estimating freeway level of service. The methodology involves the use of volume to capacity (vIc) ratios based loosely on methods described in previous versions of the HCM. This method is often used by Caltrans because methods described in the 2000 HCM are extremely data intensive and much of the required data is often unavailable or dated. The simplified procedure for calculating freeway level of service involves estimation of a vIc ratio using the following equation: vIc = (peak hour volume)/(truck factor * number of lanes * lane capacity) where: peak hour volume = number of vehicles traveling in study direction during the peak hour truck factor = number of lanes = lane capacity = truck terrain factor to represent influence of heavy vehicles and grades number of travel lanes in study direction 2,400 vehicles/lane/hour for freeways (based on HCM) 35 I I I I I I I I I I I I I I I I I I I The resulting vIc is then compared to accepted ranges of vIc values corresponding to various levels of service as shown in Table 20. The corresponding level of service represents an approximation of existing or anticipated future freeway operating conditions during the peak hour. Table 20 Caltrans Level of Service Criteria for Freeway Segments LOS VIC Congestion/Delay Traffic Description A < 0.41 None Free flow. S 0.42 -0.62 None Free to stable flow, light to moderate volumes. C 0.63-0.79 None to Minimal Stable flow, moderate volumes, freedom to maneuver noticeably restricted. 0 0.80-0.92 Minimal to Substantial Approaches unstable flow, heavy volumes, very limited freedom to maneuver. E 0.93 -1.00 Significant Extremely unstable flow, maneuverability and psychological comfort extremely poor. FO 1.01 -1.25 Considerable Forced flow, heavy congestion, long queues form behind breakdown points, stop and go. F1 1.26 -1.35 Severe Very heavy congestion, very long queues. F2 1.36 -1.45 Very Severe Extremely heavy congestion, longer queues, more numerous breakdown points, longer stop periods. F3 > 0.46 Extremely Severe Gridlock. The peak direction of travel was analyzed for the freeway segments on 1-5, north of Cannon Road, between Cannon Road and Palomar Airport Road, between Palomar Airport Road and Poinsettia Lane, and south of Poinsettia Lane. The peak direction of travel analyzed for the a.m. and p.m. peak hours was southbound and northbound, respectively. The results of the freeway segment analysis are summarized in Tables 21 through 23. For the existing and short-term conditions, the analysis assumed four lanes (as currently existing) in both directions of 1-5. Based on SANDAG 2020 model information, the horizon year analysis assumes five lanes in each direction. As shown in Tables 21 through 23, segments of 1-5 currently operate and are forecast to continue operating at LOS E with or without the project during all scenarios. However, the County-wide threshold of significance is identified as a change in vIc of 0.01 or more if a facility is currently operating deficiently. The proposed project would result in an increase no greater than 0.002 on any deficient segment. Therefore, the project is not forecast to significantly impact any of the study freeway segments. 36 I I I I I I I I I I I I I I I I I I I Location 1-5, n/o Cannon 1-5, b/w Cannon/PAR 1-5, b/w PAR/Poinsettia 1-5, slo Poinsettia Location 1-5, nlo Cannon 1-5, b/w Cannon/PAR 1-5, b/w PAR/Poinsettia 1-5, s/o Poinsettia Peak Hour AM PM AM PM AM PM AM PM Table 21 Freeway Segment Analysis Existing Conditions Existing Volume VIC LOS Volume 8,342 0.90 D 8,368 8,334 0.90 D 8,356 7,901 0.85 D 7,911 7,893 0.85 D 7,901 8,423 0.91 D 8,426 8,414 0.91 D 8,418 8,583 0.93 E 8,587 8,574 0.93 E 8,580 Table 22 Freeway Segment Analysis Short -Term (2010) Conditions 2010 Peak Hour Volume VIC LOS Volume AM 8,743 0.94 E 8,769 PM 8,734 0.94 E 8,756 AM 8,262 0.89 D 8,272 PM 8,254 0.89 D 8,262 AM 8,583 0.93 E 8,586 PM 8,574 0.93 E 8,578 AM 8,944 0.96 E 8,948 PM 8,935 0.96 E 8,941 37 Exist Plus Project VIC LOS Change in VIC 0.90 D 0.002 0.90 D 0.002 0.85 D 0.001 0.85 D 0.001 0.91 D 0.001 0.91 D 0.001 0.93 E 0.000 0.93 E 0.000 2010 With Project VIC LOS Change in VIC 0.95 E 0.003 0.94 E 0.002 0.89 D 0.001 0.89 D 0.001 0.93 E 0.000 0.93 E 0.000 0.97 E 0.001 0.96 E 0.001 I I I I I I I I I I I I I I I I I I I Location 1-5, nlo Cannon 1-5, b/w CannonlPAR 1-5, b/w PAR/Poinsettia 1-5, slo Poinsettia CONCLUSIONS Table 23 Freeway Segment Analysis Horizon Year (2020) Conditions 2020 Peak Hour Volume VIC LOS Volume AM 10,468 0.90 D 10,494 PM 10,457 0.90 D 10,479 AM 10,067 0.87 D 10,077 PM 10,057 0.87 D 10,065 AM 10,588 0.91 D 10,591 PM 10,577 0.91 D 10,581 AM 10,909 0.94 E 10,913 PM 10,898 0.94 E 10,904 2020 With Project VIC LOS Change in VIC 0.91 D 0.002 0.90 D 0.002 0.87 D 0.001 0.87 D 0.000 0.91 D 0.001 0.91 D 0.001 0.94 E 0.000 0.94 E 0.001 This study analyzes the forecast traffic impact of the proposed conversion of a 154,500 square foot wholesale flower distribution/trade center into a 280,000 square foot office complex, comprised of four three-story office buildings. The project is located on the west side of Avenida Encinas, between Cannon Road and Palomar Airport Road, in the City of Carlsbad. As required by the City of Carlsbad, this traffic impact study has been prepared in accordance with the City's Growth Management Plan (GMP), SANTEC/ITE Traffic Study Guidelines and the County of San Diego Congestion Management Plan (CMP) guidelines. The proposed project office alternative (Office Scenario 2) is forecast to generate approximately 2,550 net new trips per day based on SAN DAG rates for general and office use. The results of the HCM and ICU intersection operations analysis show that all study intersections are currently operating at acceptable levels of service based on the 2000 HCM and ICU methodologies. Based on a peak hour roadway segment operational analysis, all existing roadways operate at acceptable levels of service. The addition of the project-generated trips to the existing conditions volumes is not forecast to result in a change in LOS from acceptable to unacceptable at any of the study intersections or along any study roadway segment. Conditions at project opening year were evaluated using the Cities/County sub-area model for the year 201 O. Although the project may be completed in year 2005, the 2005 subarea model does not include the extension of Cannon Road from Faraday Avenue to EI Camino Real, which opened in May 2003. The 2010 analysis for opening year presents a conservative analysis of the project conditions. Planned roadway improvements and development forecast to occur between 2005 and 2010 will have minimal impact on the conditions surrounding the project site. Therefore, the 2010 traffic model was used. The results of the analysis show that all study intersections are forecast to 38 I I I I I I I I I I I I I I I I I I I operate at acceptable levels of service based on delay (HCM) and volume to capacity ratio (lCU) with or without the proposed project when evaluated with existing intersection configurations. Similarly, all study roadway segments are forecast to operate acceptably with or without the proposed project based on existing roadway geometry. Consistent with the City's requirements, this project evaluated the 2020 horizon year conditions with and without the proposed project. Under horizon year 2020 conditions, all study intersections are forecast to operate at acceptable levels of service assuming existing intersection geometry when evaluated with both ICU and HCM methodologies. Likewise, all roadway segments are forecast to operate at acceptable levels of service with and without the proposed project when evaluated with the existing roadway geometry. The results of the horizon year analysis show the project is not forecast to significantly impact any of the study intersections or roadway segments. In accordance with Caltrans requirements, all freeway ramps were evaluated using the intersecting lane vehicles (ILV) methodology. The results of the analysis show that all study ramps are operating at, and are forecast to continue operating at stable conditions. Freeway segments on 1-5 in the project vicinity, from north of Cannon Road to south of Poinsettia Lane, were evaluated using the Caltrans District 11 Freeway LOS procedures. The results of the analysis indicate that several segments currently operate at, and are forecast to continue operating at LOS E in all study scenarios. However, the SANTECIITE guidelines consider a project to cause a significant impact on a freeway segment if the project causes a vIc ratio increase of 0.01. The proposed project would result in an increase no greater than 0.002 on any deficient segment. Therefore, the project is not forecast to significantly impact any of the study freeway segments. 39 I I I APPENDIX A I Traffic Count Sheets I I I I I I I I I I I I I I I I L .. I I I I I I I I I I I I I I .... -. I NOV-13-2003 14:10 CITY OF CARLSBAD 1-5 Southbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization 760 431 5769 P.06/17 Page 2 of3 Pk. Hr. Time Period: 7:30AM to 8:30AM South Appr (NB) North Aoor (SB) West Appr(EB) East Appr (WB) Lane Config - urations Inside Oeft) 1 2 3 4 S 6 Outside 7 Free-flow Lane Settings 0 0 Capacity 0 0 Are the NorthfSouth phases split (YIN)? Are the EastlWest phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 0 0 Adjusted Hourly Volume 0 0 Utilization Factor 0.00 0.00 Critical Factors 0.00 0 0 N N 0 0 0.00 0.00 1 1 1 2 0 1 0 3800 0 1800 0 1039 2 297 0 1041 0 297 0 0.27 0.00 0.17 0.00 0.27 rcu Ratio "" 0050 LOS = A Turning Movements at Intersection of: W e s t A P p r Time; 7:30 AM to 8;30 AM Date : 07/24/03 Day: Thursday Name: Rene, Doug Sub- Totals totals 478 892 414 0 Subtotals Total 0 380 34 1-5 Southbound Ramps North Approach 1338 t338 0 297 2 1039 J ~ L. -.---t ---+ t -. North i t r 0 0 0 0 132 0 132 South Approach 1 1 2 4000 380 380 0.10 0.10 and 1800 34 34 0.02 1 1 2 3600 96 96 0.03 0.03 Cannon Road 2 0 4000 0 181 0 181 0 0.05 0.00 1-5 Sonthbound Ramps 0 L 0 +-181 r 96 o Total Subtotals Sub- totals 277 1419 Ca~nonRoad Tot!!!! 1696 Note! Left-tum volumes include U-turns. U-turns in bold. E a s t A P p r I I I I .1 I I 1'---" I I I I I I I , I I NOIJ-13-2003 14: 11 CITY OF C~RLSB~D 760 431 S7E?9 P.07/17 I-S Southbound Ramps at Cannon Road Lane Configuration for Intersection Cilpacity Utilization Page 3 aD Pk. Hr. Time Period: South A~~r (NBl 4:45PM to 5:45 PM -I&!L Thru Right Lane Inside 1 Config-(left) 2 urations 3 4 S 6 Outside 7 Free-flow (..ane Settings 0 0 Capacity .0 0 Are the North/South phases split (YIN)? Are the EastIWest phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 0 0 Adjusted Hourly Volume 0 0 Utilization Factor 0.00 0.00 Critical Factors 0.00 ICU Ratio = 0.44 . 0 0 N N 0 0 0.00 0.00 LQS= North Appr (SB) Left thru Right ---- 1 1 1 1 2 0 1 3800 0 1800 357 7 147 364 0 147 0.10 0.00 0.08 0.10 A West AEE!: mB} East Ae2r QYB} ~ --IhnL Right ~.1!!:!!.. Right t 1 1 1 I 1 1 0 2 1 2 2 0 0 4000 1800 3600 4000 0 0 446 83 456 558 0 0 446 83 456 558 0 0.00 0.11 0.05 0.13 0.14 0.00 0.11 0.13 Turning Movements at Intersection of: J .. S Southbound Ramps aDd Cannon Road W e s t A P p r Time: 4:45 PM to $:45 PM Date: 07/24/03 Day: Thursday Name: Rene, Doug Sub - Totals totals 70S 1234 529 0 Subtotals Total 0 446 83 North Approach 511 147 7 J t ~ ------t -. North ~ t 0 0 0 546 0 546 South Approach Stl 0 357 L. r 0 1 .. 5 Southbound Ramps 0 L 0 .........-SS8 r 456 o ~ Subtotals Sub- totals 1014 803 Cannon Road Totals 18t7 Note: Left-tum volumes include U-turns. U-turns in bold. E a s t A P P r I I~ I I I I I I I I I I I I I I I .,..--. NOV-13-2003 14:11 CITY OF Ci=lRLSBi=lD 760 431 5769 P.08/17 1-5 Northbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization PageZ 00 Pk. Hr. Time Period! South AEI21" (NB} North Appr (8B) West A2Er (EB} , East Appr (WBl 7:30AM to 8:30AM ~...:!!mL~ Left ....TImL Right Left ~ Right Left nu-u Right Lane Inside 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 4 1 1 I 5 1 6 Outside 7 Free-flow Lane Settings 0 1 Z 0 0 0 2 2 0 0 2 1 Cilpacity 0 2000 3600 0 0 0 3600 4000 0 0 4000 1800 Are the North/South phases split (YIN)? N Are the EastIWest phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 70 0 522 0 0 0 118 1317 0 0 195 187 Adjusted Hourly Volume 0 70 522 0 0 0 118 1317 0 0 195 187 Utilization Factor 0.00 0.04 0.15 0.00 0.00 0.00 0.03 0,33 0.00 0.00 O.OS 0.10 Critical Factors 0.15 0.00 0.33 0.00 ICURatio = 0.58 LOS = A Turning Movements at Intersection of: 1-5 Northbound Ramps and CaDnonRoad Time: 7:30 AM to 8:30 AM North Approach Date : 07/24/03 Day: Thursday Name: Patrick, Rick. Michael 0 Sub-0 0 Totals totals J + w e 265 --.-t 8 1700 0 118 t 1435 1317 -fIIo-t 0 -. A North p t p ~ l' 70 0 0 Subtotals 0 592 Total 592 South Approach 305 0 0 ~ r 522 l .. S Northbound Ramps 305 L 187 1-195 r 0 Total Subtotals Sub- totals Totals - 382 0 2221 1839 CAnnon Road Note: Loft-turn volull1~ lnl;lude U-turns. U-turns in bold. E a s t A p p r I I I I I I I Ir-·· I I I I I I I I I NOV-13-2003 14:11 CITY OF CARLSBAD 1-5 Northbound Ramps at Cannon Road Lane Configuration for Intersection Capacity Utilization 760 431 5769 P.09/17 Page 3 of3 Pk. Hr. Time Period: South Appr iliS] North ApPJ'lSB} West Appr (EB) East Appr (WB) 4:30 PM to 5:30PM Lane Config - urations Inside (left) I 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 0 2000 Are the North/South phases split (YIN)? Are the EastIWest phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 79 2 Adjusted Hourly Volume 0 81 Utilization Pactor 0.00 0.04 Critical Factors 0.04 leU Ratio ;: 0.67 1 1 2 3600 N N 137 137 0.04 LOS = 0 0 0 0 0.00 0.00 B 0 0 0 0 0 0 0 0 0.00 0.00 1 1 2 3600 301 301 0.08 0.08 Tuming Movements at Intersection of: 1·5 Northbound Rantp$ Time: 4;30 PM to 5:30 PM North Approach Date: 07/24/03 Day: Thursday 1109 Name: Patrick, Rick, Michaol 0 0 Sub -0 0 0 Totals totals J ~ W L. e 964 ~ s 1787 0 301 823 522 ---tro-t 0 + A North p p ~ t r r 79 2 137 0 Subtotals 0 218 Total 218 South Approach 1 1 2 4000 522 522 0.13 and 0 0 0 0 0 0 0 0 0.00 0.00 CanoonRoad 1 I 2 1 4000 1800 885 806 885 806 0.22 O.4S 0.45 1-5 Northbound Ramps 1109 L 806 ~ 885 r 0 Total Subtotals Sub. totals Totals 1691 0 2350 659 Cannon Road Note: Left~tum volumes include U4urns. U-tums in bold. E a s t A p p r I I I I I I I I I I I I I ... .--. NOU-13-2003 14:10 CITY OF C~RLSB~D 760 431 5769 P.02/17 Avenida Encinas at· Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of3 Pk. Hr. Time Period: 7;45AM to South Appr O'm) 8;45 AM Lane Con fig - urations Inside (left) Outside Free-flow 2 3 4 S 6 7 Lane Settings 1 Capacity 1800 2000 Are the North/South phases split (YIN)? Arc the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 25 49 Adjusted Hourly Volume 2S 49 Vtili7..adoll Factor 0.01 0.02 Critical Factors leu Ratio'" 0.55 1800 y N 104 101 0.06 0.06 LOS = North Appr (SB) 2 0 I 3600 0 1800 193 33 21 226 0 21 0.06 0.00 0.01 0.06 A West Appr (EB) East Appr (WPl 1 1 1 0 1 I 1 1800 2000 0 1800 2000 1800 47 294 53 284 [92 366 46 347 0 284 192 366 0.03 0.17 0.00 0.16 0.10 0.20 0.17 0.16 Turning Movements at Intersection of: A venidll Encinas and Palomar AIrport Road W e s t A P p r Time: 7:45 AM to 8:45AM Date: 07115/03 Day: Tuesday Name: Doug, Renee Sub - Totals totals 239 633 394 1 Subtotals Total North Approach 21 J ~ 47 294~ 53 25 o 247 33 ~ t :North t 49 370 178 548 South Approach 708 0 193 L. r 104 Avenida Encinas 461 L 366 +-192 r 284 0 Total ~ Subtotals Sub- totals 842 591 Palomar Airport Road Totals 1433 Note: Left-tum volumes include U-turns. U~turns in bold. E a s A P P r I I I I I I I 1'- I I I I I I I I I NOV-13-2003 14:10 CITY OF CARLSBAD 760 431 5769 P.03/17 Avenida Encinas at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of3 Pk. Hr. Time Period: 4:45 PM to 5:45PM South Appr (NB) Lane Config - urations· Inside (left) 2 3 4 5 6 Outside 7 Free~flow Lane Settings 1 1 Capacity 1800 2000 Are the North/South phases split (Y IN)? Are the EastlWest phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 67 117 Adjusted Hourly Volume 67 1 t 7 Uti1i7.ntion Factor 0.04 0.06 Critical Factors lCU Ratio = 0.74 1 1800 Y N 365 365 0.20 0.20 LOS = North Appr (SB) 2 0 3600 0 1800 342 64 69 406 0 69 0.11 0.00 0.04 0.11 C West Appr (EB) Bast Appr (WB) 1 1 1 1 0 1 1 1800 2000 0 1800 2000 1800 144 382 32 210 373 234 144 414 0 210 373 234 0.08 0.21 0.00 0.12 0.19 0.13 0.21 0.12 Turning Movements at Intersection of: Aveldda Encinas and Palomar Airport Road W e s t A P P r Time: 4:45 PM to 5:45 PM Date: 07/15/03 Day: Tuesday Name: Doug, Renee Subw Totals totals 509 1067 S58 0 Subtotals Total North Approach 475 69 64 J + 144 --.t 382 --.-t 32 .. North i t 67 117 0 305 549 854 South Approach 970 0 342 L. i 365 Aveolda Encinu 495 L 234 +-373 r 210 J Total Subtotals Sub- totals 817 1090 Palomar AIrport Road Totals 1907 Note: Loft-turn volumes include U-turns. U-turns in bold. E a s t A P p r I I ,.,.- I I I I I I I 1"-·- I I I I I I I ,,,,,-... I I NOV-13-2003 14:11 CITY OF CRRLSBRD 760 431 5769 P.10/17 1-5 Southbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization PageZof3 Pk, Hr. Time Period: South AEEr(NBl 7:30AM to 8:30AM ~ Thru Right Lane Inside 1 Config-(left) 2 uratioris 3 4 5 6 Outside 7 Free-flow Lane Settings 0 0 Capacity 0 0 Are the North/South phases split (YIN)? Are the EastIW cst phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 0 0 Adjusted Hourly Volume 0 0 Utilization Factor 0.00 0.00 Critical Factors 0.00 leu Ratio = 0.49 0 0 N N 0 0 0.00 0.00 LOS"" North Aoor (sm Left Thru..Bight 1 1 I 2 0 1 3600 0 1800 907 0 277 907 0 277 0.25 0,00 0.15 0.25 A West AE2r {EB} East A2Er (WB} Left 111m Right Left Thru Right I 1 1 1 1 I I 0 3 0 0 2 0 0 6000 0 0 4000 0 0 472 111 0 568 322 0 583 0 0 S68 0 0.00 0.10 0.00 0.00 0.14 0.00 0.00 0.14 Tuming Movements at Intersection of: 1-5 SouthboUlid Ramps and Palomar Airport Road W e s t A P P r Time: 7:30 AM to 8:30 AM Date: 07/16/02 Day; Tuesday Name: Kevin, Eddie Sub- Totals totals 845 1428 583 0 Subtotals Total 0 472 111 North Approach 1184 277 0 J ~ -.t ----III-t • NQrth ~ t 0 0 0 III 0 III South Approach 1506 0 907 L. r 0 l-S Southbound Ramps 322 L 322 -+-568 r 0 o Total SybtQt!ls Sub. totals 890 1379 Palomar Airport Road Totals 2269 Note: Left-tum volumes include U-turns. U-turns in bold. E a s t A P p r I 1 .. _-.. I I I I I I I I I 1 I I I I I r--. NOV-13-2003 14:11 CITY OF CRRLSBRD 760 431 5769 P.11/17 1-5 Southbound Ramps at Palomar Airport Road Lane Configuration fOT Intersection Capacity Utilization Page 3 orJ Pk. Hr. Time Feriod : South A;eEr iliB} 5:00PM to 6:00PM ....1!:!L Thru ~ Lane Inside 1 Config -(left) 2 urations 3 4 5 6 Outside 7 Free-flow Lane Settings 0 0 Capacity 0 0 Are the North/South phases split (YIN)? Are the BastiW est phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 0 0 Adjusted Hourly Volume 0 0 Utilization Factor 0.00 0.00 Critical Factors 0.00 leu Ratio = 0.45 0 0 N N 0 0 0.00 0.00 LOS = North Appr (SB) Left Thm Right I I 1 2 0 1 3600 0 1800 552 0 223 552 0 223 0.15 0.00 0.12 0.15 A West A2er (BB} East AEl2r {WBl ~..!h!!L Right Left ...I!!!:!!.. Risht 1 1 1 1 1 1 1 0 3 0 0 2 0 0 6000 0 0 4000 0 0 895 258 0 796 1005 0 1153 0 0 796 0 0.00 0.19 0.00 0.00 0.20 0.00 0.00 0.20 Turning Movements at Interscction of: 1-5 Southbound Ramps lind Palomar Airport Road w c s A P p T Time: 5:00 PM to 6:00PM Date: 07/16/02 Day: Tuesday Name; Kevin, Eddie Sob· Totals totals l019 2172 1153 o Subtotals Total o North Approach 223 J ..J 775 o + 895 ~ t 258 o o North t o 258 0 258 South Approach 1780 0 552 L. r o 1-5 Southbound RamplJ 1005 L 1005 ~ 796 r 0 0 Total S.llhtotf!ls Sub~ totals 1801 1447 Palomar Airport Road Totals 3248 Note: Left-tum volumes include U-turns. U-turns in bold. E a s t A p P r I 1--- I I I I I I I 1/-- I I I I I I I /,,~ I I NOV-13-2003 14:12 CITY OF CRRLSBRD 760 431 57~9 P.12/17 1-5 Northbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page2of3 Pk. Hr. Time Period: South Appr (NB} 7:30AM to 8:30AM Left Thru..!2.8!ll. Lane Inside I Config -(left) 2 1 1 urations 3 4 5 6 Outside 7 Free-flow Lane Settings 0 1 Capacity 0 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 206 0 Adjusted Hourly Volume 0 206 Utilization Factor 0.00 0.10 Critical Factors leu Ratio "" 0.67 1 I 2 3600 N N 1281 1281 0.36 0.36 LOS"'" North AIlOI' (SB) Left ~ R.ight 0 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 B West AE!E!f mBl East Appr!wm Left .1l!!:!L Right Left 111ru Right I 1 1 1 I I 1 1 1 1 3 0 0 3 2 1800 6000 0 0 6000 3600 104 1259 0 0 678 493 104 1259 O. 0 678 493 0.06 0.21 0.00 0.00 0.11 0.14 0.21 0.00 Turning Movements at Intersection of: I~S Northbound Ramps and Palomar Airport Road W e s t A P P r Time: 7:30 AM to 8:30AM Date: 07/15/03 Day: Tuesday Name: Colin, Brian Sub - Totals totals 884 2247 1363 0 Subtotals Total North Approach 0 0 0 J ~ lO4~ 1259 ---JIIo-t 0 t North i t 206 0 0 0 1487 1487 South Approach 597 0 0 L. r 1281 I~S Northbound Ramps 597 L 493 1--678 r 0 Total Subtotals Sub- totals Totals 1171 o 3711 2540 Palomar Airport Road Note: Left-tum volumes include U-turns. U-turns in bold. E a s t A p p r I Ir- I I I I I I I I~ I I I I I I I .",0-. I I NOV-13-2003 14: 12 CITY OF CRRLSBRD 760 431 5799 1-5 Northbound Ramps at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 00 Pk. Hr. Time Period: 4:45 PM to South Aper (NB) 5:45 PM Lane Config - urations Inside (left) Outside Free-flow 1 2 3 4 S 6 7 Lane Settings 0 1 . Capacity 0 2000 Are the North/South phases split (YIN)? Are the EastIW est phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 92 1 Adjusted Hourly Volume 0 93 Utilization Factor 0.00 O.OS Critical Factors ICU Ratio == 0.70 1 2 3600 N N 548 548 0.15 0.15 LQS= North Appt (8B) 0 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 B West Appr (EB) 1 1800 312 312 0.17 0.17 1 1 3 6000 1140 1140 0.19 0 0 0 0 0.00 0 0 0 0 0.00 1 1 3 6000 1659 16S9 0.28 0.28 2 3600 1092 1092 0.30 Turning Movements at Intersection of: I-S Northbound Ramps alld Palomar Airport Road W e s A P p r Time: 4:45 PM to 5:45PM Date : 07/15/03 Day: Tuesday N arne : Colin, Brian Sub- Totals totals 1751 3203 1452 () Subtotals Total North Approach 0 0 0 J + 312 ~ 1140~ t 0 --. North ~ t 92 0 0 641 641 1405 0 0 L. r 548 1-5 Northbound Ramps 1405 L 1092 -.-1659 r 0 0 Total Subtotals Sub- totals 2751 1688 Palomar Airport Road P.13/17 Totals 4439 South Approach Note: Left-tum volumes include U-turns. U-turns in bold. E a 8 t A P p r I Ir--- I I I I I I I I-- I I I I I I I /--. I I NOV-13-2003 14:10 CITY OF CRRLSBRD 760 431 5769 P.04/17 Avenida Encinas at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page 2 of3 Pk. Hr. Time Period: South AEEr (NB} 8:00AM to 9:00AM Left Thm Right Lane Inside t 1 Config -(left) 2 1 I.Irations 3 4 5 6 Outside 7 Free-flow Lane Settings 1 I Capacity 1800 2000 Are the North/South phases split (YIN)? Are the EastJWest phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 40 46 Adjusted Hourly Volume 40 46 Utilization Factor 0.02 0.02 Critical Factors lCU Ratio = 0.39 1 I 1800 Y N 240 240 0.13 0.13 LOS = North AtlPr (SB) Left --.Ibm. Right 1 I 1 { 0 1 1 0 2000 1800 Il2 67 30 112 67 30 0.00 0.03 0.02 0.03 A West A2E,£ (§B) East Appr (WE) Lett 111m Right Left ..l!!!!L Right 1 I 1 1 1 1 t 1 I t 1 3 0 2 2 1 1800 6000 0 3600 4000 t800 24 131 43 346 464 205 24 174 0 346 464 205 0.01 0.03 0.00 0.10 0.12 0.11 0.01 0.12 Turning Movements at Intersection of: AveDlda Encinas aDd PolQsettJa Lane W e s t A P p r Time : 8:00 AM to 9:00AM Date: 07/30/03 Day: Wednesday Name: Matt, Katie Sub - Totals totals 533 731 198 0 Subtotals Total 24 131 43 North Approach 209 30 67 J ~ ~ ~ t t North i t 40 46 1 457 326 783 South Approach 484 0 112 ~ r 240 Avenlda Encinas 275 L 205 ~ 464 r 346 Total Subtotals Sub~ totals Totals totS 0 1498 483 PoInsettia LaQe Note: Left-turn volumes include U-turns. U-turns in bold. E a s t A p p r I I~-. I I I I I I I I I I I I I I I ,.~-. NOU-13-2003 14:10 CITY OF C8RLSB8D A venida Encinas at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period; 5:15 PM to South Appr (NB) North Aimf (SB) WestA~iEBl 6:15 PM Lane Config- urations Inside (left) Outside Free-flow Lane Settings 2 3 4 5 6 7 Capacity 1800 2000 Are the North/South phases split (YIN)? Are the EastIWest phases split (YIN)? Efficiency Lost Factor 0.10 HoutlyVolume 79 74 Adjusted Hourly Volume: 79 74 Utilization Factor 0,04 0.04 Critical Factors leu Ratio "" 0.55 0 1800 0 Y N 459 205 459 205 0.26 0.00 0.26 LOS;;;o A 3 0 2000 1800 1800 6000 0 99 42 38 219 73 99 42 38 174 0 0.05 0.02 0.02 0.03 0.00 0.05 0.03 760 431 5769 P.05/17 Page 30f3 East Allor (WD) 2 3600 382 382 O.ll 0.11 1 1 2 4000 276 276 0.07 1800 137 137 0.08 Turning Movements at Intersection of: Avepida Encinas and POinsettia Lane W e 5 t A P P r Time: 5:15 PM to 6:15 PM Date: 07130/03 Day: Wednesday Name: Matt. Katie Sub- Totals totals 396 726 330 0 Subtotals Total 38 219 73 North Approach 346 42 99 J ~ ~ ----... t t North ~ t 79 74 1 555 ~12 1167 South Approach 595 0 20S L. r 459 Avenfda Encinas 249 L 137 +-276 r 382 0 Total Subtotals Sub~ totals 795 883 Poinsettia Lane Totals 1678 Noto: Left.tum volumts include U-twns. U-turns in bold. E a s t A P P r I I .. ~ .. I I I I I I I I I I I I I ,,..---.. I I I NOV-13-2003 14:12 CITY OF CARLSBAD 760 431 5769 P.14/17 1-5 Southbound Ramps at Poinsettia Lane Lane CQnfi~uration for Intersection Capacity Utilization Page 2 of3 Pk. Hr. Time Period: South A:Q£! (NBl 8:00AM to 9:00AM Left Thru ~ Lane Inside 1 Config-(left) 2 urations 3 4 5 6 Outside 7 Free-flow Lane Settings 0 0 Capacity 0 0 Arc the North/South pbase$ split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 ~our1y Volume 0 0 Adjusted Hourly Volume 0 0 Utilization Factor 0.00 D.OO Critical Factors O.()() lCU Ratio = 0.50 0 0 N N 0 0 0.00 LOS = North ApprLSB) Left Thm Right 1 1 1 1 2 0 1 3600 0 1800 206 8 387 214 0 387 0.06 0.00 0.22 0.22 A W cst A22r {EB} East AEI:!T (WE} ~...Ih!lL .!!sht J&!L ..11mL .!!s!!L 1 t 1 t 1 1 1 0 2 1 2 2 0 0 4000 1800 3600 4000 0 0 371 120 336 650 0 0 371 120 336 650 0 0.00 0.09 0.07 0.09 0.16 0.00 0.09 0.09 Turning Movements at Intersection of: 1-5 Southbound Ramps and Poinsettia Lane W c s t A P P r Time: 8:00 AM to 9:00AM Date: 07/30/03 Day: Wednesday Name: Marie, Michael Sub- Totals totals 1037 IS28 491 0 Subtotals Total 0 371 120 North Approach 601 387 8 J ~ ~ ----lao-t t North ~ t 0 0 0 464 0 464 South Approach 601 0 206 L. r 0 }-5 Southbound lUmps 0 L 0 -<IIf--650 r 336 o Total Subtotals Sub- totals 986 577 Poinsettia Lane Totals 1563 Note: Left-tum volumes include U-tums. U--turns in bold. E a s t A p p r I 1,-- I I I I I I I I'~-" I I I I I I I I I ,""'--' NOl}-13-2003 14:12 CITY OF CARLSBAD 1-5 Southbound Ramps at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period: $:00 PM to 6:00PM South Appr iliB) North Appr (SB) West Aper (EB) Lane Config- Urations Inside (left) Outside Free-flow 1 2 3 4 5 6 7 Lane Settings 0 0 Capacity 0 0 Are the North/South phases split (YIN)? Are the East/Wcst phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 0 0 Adjusted How-ty Volume 0 0 Utilization Factor 0.00 0.00 Critical Factors 0.00 leu Ratio = 0.55 0 2 0 3600 N N 0 322 0 324 0.00 0.09 LOS;; A 1 1 0 I 0 1800 2 178 0 118 0.00 0.10 0.10 0 0 0 0 0.00 1 1 2 4000 719 119 0.18 0.18 1 1800 186 186 0.10 760 431 5769 Pll.ge30f3 East Appr (WB) I 1 2 3600 626 626 0.17 0.17 1 2 0 4000 0 615 0 615 0 0.15 0.00 Turning Movements at Intersection of: 1-5 Southbound Raml)S and I'olosettia Lane W e s t A P p r Time; 5:00 PM to 6:00PM Date : 07/30/03 Day: Wednesday Name: Marie, Michael Totals 1698 Sub- .!ill!iliL 793 905 0 Subtotals Total North Appronch o 178 J --.t 719 -----.. 186 t i 814 o o 814 502 2 + t North t 0 0 502 0 322 L. r 0 I-S Southbound Ramps 0 L 0 ...-615 r 626 o Total Subtotals Sub- totals 1241 1041 Poinsettia Lane P.15/17 Totals 2282 South Approach . Note: Left-turn volumes include U-turns. U-turns in bold. E a s t A P p r I 1 ... --. I I I I I I I I'~-' I I I I I I I ,--.. I I NOV-13-2003 14:12 CITY OF CARLSBAD 760 431 5769 P.16/17 1-5 Northbound Ramps at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Page2of3 Pk. Hr. Time Period: South A2Pf (NB) 8:00AM to 9:00AM Left Thru LlUle Inside 1 1 1 eonfig -(left) 2 ur.ations 3 4 S 6 Outside 7 Free-flow Lane Settings 0 1 Capacity 0 2000 Are the North/South phases split (YIN)? Are the EastIWest phases split (YIN)? Effieiency Lost Factor 0.10 Hourly Volume 177 1 Adjusted Hourly Volume 0 118 Utilization Factor 0.00 0.09 Critical Factors Teu Ratio =0 0.47 Right I 1 2 3600 N N 557 557 0.15 0.15 LOS = North Appr (SB) Left .Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 A West Am2l' (SB} East A~r (Wrn Left Thru Right Left l'hru Right I 1 1 1 1 1 1 1 2 o· 0 3 t 1800 4000 0 0 6000 1800 112 466 0 0 806 281 112 466 0 0 806 281 0.06 0.12 0.00 0.00 0.13 0.16 0.06 0.16 Turning Movements at Intersection of: I~5 Nortbbound Ramps aud Poiusettia Lane W e s t A P P r Time: 8:00 AM to 9:00AM Date : 07/31103 Day: 11lUrsday Namo : Patrick sub- Totals totals 983 1561 0 578 Subtotals I Is .. Total 112 466 0 North Approach 0 0 0 J + ~ -----... t + North ~ t 177 0 0 735 735 South Approach 394 0 0 l. r 557 1-5 Northbound Ramps 394 L 281 1--806 r 0 o Total Subtotals· Sub- totals 1087 1023 Totals 2110 Note: Left-turn volumes include U-turns. U-turns;n bold. E a s t A P P r I 1,----- I I I I I I I I I I I I I I r---- I I NOV-13-2003 14:13 CITY OF CRRLSBRD 1-5 Northbound Ramps at Poinsettia Lane Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period: South Appr (NB) North Appr (SB) West Appr Q?B) 5:00PM to 6:00PM Lane Config - urations Inside (left) Outside Free-flow Lane Settings Capacity I 2 3 4 5 6 7 0 0 2000 Are the North/South phases split (YIN)? Are the EastIWest phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 172 5 Adjusted Hourly Volume 0 177 utilization Factor 0.00 0.09 Critical Factors lCU Ratio = 0.49 I 1 2 3600 N N 546 546 0.15 0.15 0 0 0 0 0.00 0.00 LOS'" A 0 0 0 0 0.00 0 0 1800 0 112 0 Il2 0.00 0.06 0.06 1 1 2 4000 923 923 0.23 0 0 0 0 0.00 760 431 5769 P.17/17 Page 3 ofJ East Appr (WB) 0 0 0 0 0.00 1 1 3 6000 1061 1061 0.18 0.18 1 1800 202 202 0.11 Turning Movements at Intersection of: 1-5 Northbound Ramps and Pofusettia Laue Time: 5:00 PM to 6:00PM North Approach ]-5 Northbound Ramps Date: 07/31103 Day: Thursday 319 Total Name: Patrick 0 319 Subtotals 0 Sub-0 0 0 Sub- Totals totals J ~ l. totals Totals W e 1233 --.t t-~ s 2268 0 112 t 202 t 1035 923 ~ <If--1061 1263 0 • r 0 0 2732 A North p 1469 p i t r r 172 5 546 PoInsettia Lane 0 Subtotals 0 723 Total 723 South Approach Note: Left·tum volumes include U-turns. U-turns in bold. TOTRL P.17 E a s t A p p r I I I I I I I I I I I I I I I I I I I Driveway Traffic Counts (02120/01-02122/01) -Avenida Encinas Driveway A Day IniOut Tuesday -------Wednesday ( ...2Q~_/ Thursday '-g00-\, ""'- DrivewayB \\ \ \ Day IniOut \ \ Tuesday ..:::-----..-. \ I Wednesday (1271 ..::A. I J Thursday h89 f-l/ '-- Driveway B -Project Site trips (B-A) 7 / Day IniOut II Tuesday -V Wednesday /' 1006_) Thursday / 1089 DrivewayC ~ r Day \ IniOut Tuesday ; \ ~ Wednesday I '{...1.204- Thursday I 1248 Driveway Project Site GeLated Volumes \ Day \ IniOut Tuesday ~,,\ - Wednesday "'-\ 2210 Thursday 2337 2274 I In 50% Daily In - 133 ISO Daily In - 636 695 Daily In - 503 545 Daily In - 602 624 Daily In - 1105 1169 1137 Daily Split I Out 50% Out - 133 150 Out - 636 695 Out - 503 545 Out - 602 624 Out - 1105 1169 1137 I I I APPENDIX B I Existing Conditions HCM and ICU Worksheets I I I I I I I I I I I I I I I - -- - - -- - - 06/09/2004 16: 20 Filename: EXAM.OUT Page Existing AM Scenario: Command: Volume: Geometry: Impact Fee: Trip Generation: Trip Distribution: Paths: Routes: Configuration: Wed Jun 9, 2004 16:20:48 Carlsbad Office Campus Existing Conditions AM Peak Scenario Report Existing AM Existing AM Existing AM Default Geometry Default Impact Fee No Project Project Default Paths Default Routes Existing AM Page 1-1 Traffix 7.5.0715 {cl 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine 1 --- ---06/09/2004 16:20 Filename: EXAM.OUT Existing AM Wed Jun 9, 2004 16:20:48 Intersection #101 Cannon Rd./Avd. Encinas #102 Cannon Rd./I-5 SBR #103 Cannon Rd./I-5 NBR Carlsbad Office Campus Existing Conditions AM Peak Impact Analysis Report Level Of Service Base Del/ v/ LOS Veh C C 24.2 0.330 B 18.4 0.429 B 19.4 0.548 #104 Palomar Airport Rd./Avd. Encin C 21.3 0.432 #105 Palomar Airport Rd./I-5 SBR C 23.9 0.416 #106 Palomar Airport Rd./I-5 NBR D 35.9 0.693 #107 Poinsettia Ln./Avd. Encinas C 25.9 0.220 #108 Poinsettia Ln./I-5 SBR C 27.3 0.438 #109 Poinsettia Ln./I-5 NBR C 23.4 0.432 - ---Page 2 Page 2-1 Future Change Del/ v/ in LOS Veh C C 24.2 0.330 + 0.000 D/V B 18.4 0.429 + 0.000 D/V B 19.4 0.548 + 0.000 D/V C 21.3 0.432 + 0.000 D/V C 23.9 0.416 + 0.000 D/V D 35.9 0.693 + 0.000 D/V C 25.9 0.220 + 0.000 D/V C 27.3 0.438 + 0.000 D/V C 23.4 0.432 + 0.000 D/V Traffix 7.5.0715 {cl 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - ------- - 06/09/2004 16,20 Filename: EXAM.OUT Page Existing AM Wed Jun 9, 2004 16:20:48 Page 3-1 Carlsbad Office Campus Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #101 Cannon Rd./Avd. Encinas [e/w: Cannon, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 o (Y+R 34 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.330 24.2 C ******************************************************************************** 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---------------1 1---------------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: 1 0 1 1 0 2 a 1 a 1 1 0 110 2 a 110 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 50 a 169 2 0 0 0 243 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 50 0 169 2 0 a 0 243 User Adj: 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 PHF Volume: 50 a 169 2 0 0 a 243 Reduct Vol: 0 a a 0 0 a a 0 Reduced Vol: 50 0 169 2 0 0 a 243 PCE Adj: 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 Final Vol.: 50 0 169 2 0 a a 243 ------------1---------------11---------------11---- Saturation Flow Module: 169 1. 00 169 343 135 1.00 1.00 1. 00 1. 00 169 a 343 1. 00 1.00 343 o 169 343 1.00 1.00 1.00 1.00 169 343 11--- 135 1. 00 1. 00 135 a 135 1.00 1.00 135 o 1.00 o 1. 00 1. 00 a o a 1.00 1. 00 o Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.81 0.92 1.00 1.00 1.00 0.89 0.89 0.92 0.95 0.95 Lanes: 1.00 1.00 1.00 2.00 1.00 1.00 1.00 1.18 0.82 2.00 2.00 0.00 Final Sat.: 1805 1805 1534 3502 1900 1900 1900 1999 1390 3502 3610 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.00 0.11 0.00 0.00 0.00 0.00 0.12 0.12 0.10 0.04 0.00 Crit Moves: **** **** Green Time: 38.1 0.0 31.1 Volume/Cap: 0.07 0.00 0.35 Delay/veh: 19.8 0.0 27.1 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 19.8 0.0 27.1 DesignQueue: 2 a 7 7.0 0.01 43.3 1. 00 43.3 o 0.0 0.00 0.0 1. 00 0.0 a o. a 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o **** 34.3 0.35 24.8 1. 00 24.8 9 34.3 0.35 24.8 1. 00 24.8 6 **** 27.6 0.35 29.3 1. 00 29.3 14 61.9 0.06 7.5 1.00 7.5 3 0.0 0.00 0.0 1.00 0.0 o 3 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine -- --- - - --- 1 I 1 \ \ 1 1 I I I 1 I I 1 1 I I 1 1 1 1 1 1 I I 1 I I I 1 I I I 06/09L~_QQ',I _16:2Q Filename: EXAM.OUT Paqe Existing AM Wed Jun 9, 2004 16:20:48 Page 4-1 Carlsbad Office Campus Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #102 Cannon Rd./I-5 SBR [e/w: Cannon, n/s: SBR] ******************************************************************************** Cycle (sec): Loss Time (sec): 120 o (Y+R 40 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): 0.429 18.4 B Optimal Cycle: Level Of Service: ******************************************************************************** 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: o 0 a 10 10 10 0 10 10 7 10 a Lanes: o a 0 a a 2 a 001 a a 2 a 1 202 a a ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: a a 0 1039 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 a 1039 0 User Adj: 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 PHF Volume: a 0 a 1039 a Reduct Vol: 0 0 a 0 a Reduced Vol: 0 a 0 1039 a 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.: 0 a a 1039 0 ------------1---------------11------ Saturation Flow Module: 297 0 380 34 96 181 a 1.00 1.00 1.00 1.00 1.00 1.00 1.00 297 0 380 34 96 181 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 1.00 297 0 380 34 96 181 a 000 000 a 297 0 380 34 96 181 a 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 1.00 297 0 380 34 96 181 a 11---------------11---------------1 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 0.95 0.85 0.92 0.95 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3502 a 1615 0 3610 1615 3502 3610 a ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.30 0.00 0.18 0.00 0.11 0.02 0.03 0.05 0.00 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/veh: DesignQueue: 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 82.9 0.43 8.3 1. 00 8.3 23 0.0 0.00 0.0 1.00 0.0 o 82.9 0.27 7.1 1. 00 7.1 6 **** 0.0 29.4 0.00 0.43 0.0 38.5 1.00 1.00 0.0 38.5 o 20 29.4 0.09 35.0 1. 00 35.0 2 **** 7.7 37.1 0.43 0.16 55.4 30.2 1.00 1.00 55.4 30.2 6 8 O. a 0.00 0.0 1. 00 0.0 o 4 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - -- - - - - --06/09/2004 16:20 __ l"iJ~nal11e: _J;:XAM.O~___ Page Existing AM Wed Jun 9, 2004 16:20:48 Page 5-1 Carlsbad Office Campus Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection »103 Cannon Rd./I-5 NBR [e/w: Cannon, n/s: NBR] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 o {Y+R 50 Critical vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.548 19.4 B ******************************************************************************** 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----- Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 0 0 0 7 10 0 0 10 10 Lanes: 1 0 0 0 2 0 0 000 202 0 0 001 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 70 0 522 0 0 0 118 1317 0 0 195 187 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 0 522 0 0 0 118 1317 0 0 195 187 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 PHF Volume: 70 0 522 0 0 0 118 1317 0 0 195 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 70 0 522 0 0 0 118 1317 0 0 195 PCE Adj: 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 Final Vol.: 70 0 522 0 0 0 118 1317 0 0 195 ------------1---------------1 1---------------1 1---------------1 1----Saturation Flow Module: 1. 00 187 o 187 1.00 1.00 187 --I Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.75 1.00 1.00 1.00 0.92 0.95 1.00 1.00 0.88 0.88 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 2.00 2.00 0.00 0.00 1.53 1.47 Final Sat.: 1805 0 2842 0 0 0 3502 3610 0 0 2562 2457 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.00 0.18 0.00 0.00 0.00 0.03 0.36 0.00 0.00 0.08 0.08 Crit Moves: **** Green Time: Volume/Cap: Delay/veh: User DelAdj: AdjDel/Veh: DesignQueue: 40.2 0.0 0.12 0.00 27.7 1. 00 27.7 3 0.0 1. 00 0.0 o 40.2 0.55 33.2 1. 00 33.2 24 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 32.9 0.12 32.8 1.00 32.8 6 **** 79.8 0.55 10.9 1.00 10.9 32 0.0 0.00 0.0 1. 00 0.0 o **** 0.0 47.0 0.00 0.19 0.0 24.1 1.00 1.00 0.0 24.1 o 8 47.0 0.19 24.1 1. 00 24.1 8 5 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - ---- -- -- - 06/09/2004 16:20 Filename: EXAM.OUT Paqe Existing AM Wed Jun 9, 2004 16:20:48 Carlsbad Office Campus Existing Conditions AM Peak Level Of Service Computation Report Page 6-1 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #104 Palomar Airport Rd./Avd. Encinas [e/w: PAR, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): 100 o {Y+R 40 Critical Vol./Cap. (Xl: 4 sec) Average Delay (sec/veh): 0.432 21.3 C Optimal Cycle: Level Of Service: ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ----11---------------11---------------11---------------I Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Lanes: 1 0 101 110 0 1 1 0 0 1 0 1 0 101 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: Growth Adj: Initial Bse: User Adj: PHF Adj: PHF Volume: Reduct Vol: Reduced Vol: PCE Adj: MLF Adj: Final Vol.: ------------1 25 1.00 25 1. 00 1.00 25 o 25 1.00 1.00 25 49 1. 00 49 1.00 1.00 49 o 49 1.00 1.00 49 Saturation Flow Module: 104 193 33 21 47 294 1.00 1.00 1.00 1.00 1.00 1.00 104 193 33 21 47 294 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 104 193 33 21 47 294 o 0 0 0 0 0 104 193 33 21 47 294 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 104 193 33 21 47 294 -11---------------11------- Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.96 0.96 0.85 0.95 0.98 Lanes: 1.00 1.00 1.00 1.71 0.29 1.00 1.00 0.85 Final Sat.: 1805 1900 1615 3112 532 1615 1805 1573 ------------1---------------11---------------11- Capacity Analysis Module: Vol/Sat: 0.01 0.03 0.06 0.06 0.06 0.01 0.03 0.19 Crit Moves: **** Green Time: 14.9 14.9 14.9 Volume/Cap: 0.09 0.17 Delay/Veh: 36.9 37.5 0.43 39.9 1. 00 39.9 User DelAdj: 1.00 1.00 AdjDel/Veh: 36.9 37.5 DesignQueue: 1 2 5 **** 14.4 0.43 39.7 1. 00 39.7 9 14.4 0.43 39.7 1. 00 39.7 2 14.4 0.09 37.3 1. 00 37.3 1 **** 7.0 43.3 0.37 0.43 46.2 20.2 1.00 1.00 46.2 20.2 2 10 53 284 192 366 1.00 1.00 1.00 1.00 53 284 192 366 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 53 284 192 366 000 0 53 284 192 366 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 53 284 192 366 11---------------1 1900 1900 1900 1900 0.98 0.95 1.00 0.85 0.15 1.00 1.00 1.00 284 1805 1900 1615 ---11---------------1 0.19 43.3 0.43 20.2 1. 00 20.2 2 0.16 0.10 **** 36.4 72.7 0.43 0.14 24.4 4.2 1.00 1.00 24.4 4.2 10 3 0.23 72 .7 0.31 5.0 1.00 5.0 6 6 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - ------ - - 06/09/2004 16:20 Filename: EXAM.OUT Page Existing AM Wed Jun 9, 2004 16:20:48 Carlsbad Office Campus Existing Conditions AM Peak Level Of Service Computation Report Page 7-1 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #105 Palomar Airport Rd./I-5 SBR [e/w: PAR, n/s: SBR] ******************************************************************************** Cycle (sec): Loss Time (sec): 150 o (Y+R 39 Critical Vol./Cap. (x): 4 sec) Average Delay (sec/veh): 0.416 23.9 C Optimal Cycle: Level Of Service: ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: o 0 0 10 10 10 0 10 10 0 10 o Lanes: o 0 0 0 0 2 0 0 0 1 002 1 0 002 0 0 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: Base Vol: Growth Adj : Initial Bse: User Adj : PHF Adj: PHF Volume: o o 1.00 1.00 o 0 1.00 1.00 1.00 1.00 o 0 o 1. 00 o 1. 00 1.00 o 907 1.00 907 1.00 1.00 907 Reduct Vol: 0 0 0 0 Reduced Vol: 0 0 0 907 PCE Adj: 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 907 ------------1---------------11-----Saturation Flow Module: o 1.00 o 1.00 1.00 o o o 1.00 1. 00 o 277 1.00 277 1. 00 1. 00 277 o 277 1.00 1. 00 277 II o 472 1.00 1.00 o 472 1.00 1.00 1.00 1.00 o 472 o 0 o 472 1.00 1.00 1.00 1.00 o 472 III 0 568 0 1.00 1.00 1.00 1.00 III 0 568 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 III 0 568 0 000 0 III 0 568 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 III 0 568 0 -11---------------1 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 2.43 0.57 0.00 2.00 0.00 Final Sat.: 0 0 0 3502 0 1615 0 4082 960 0 3610 0 1---------------11---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.26 0.00 0.17 0.00 0.12 0.12 0.00 0.16 0.00 Crit Moves: **** Green Time: 0.0 0.0 0.0 93.3 0.0 93.3 Volume/Cap: 0.00 0.00 0.00 0.42 0.00 0.28 Delay/veh: 0.0 0.0 0.0 14.6 0.0 13.1 1. 00 13.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 14.6 0.0 DesignQueue: 0 0 o 30 o 9 **** 0.0 56.7 0.00 0.31 0.0 32.9 1.00 1.00 0.0 32.9 o 25 56.7 0.31 32.9 1.00 32.9 6 **** 0.0 56.7 0.00 0.42 0.0 1. 00 0.0 o 34.7 1. 00 34.7 31 0.0 0.00 0.0 1.00 0.0 o 7 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - ----- - -- - 06/09/2004 16: 20 uFilename: EXAr.!.9!rL Page Existing AM Wed Jun 9, 2004 16:20:48 Carlsbad Office Campus Existing Conditions AM Peak Level Of Service Computation Report Page 8-1 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #106 Palomar Airport Rd./I-5 NBR [e/w: PAR, n/s: NBR] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 150 o (Y+R 74 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.693 35.9 D ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Ovl Include Include Include Min. Green: 10 0 10 0 0 0 7 10 10 0 10 10 Lanes: 1 0 0 0 2 0 0 0 0 0 1 0 3 0 0 0 0 3 0 2 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 206 0 1281 0 0 0 104 1259 0 0 678 493 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: 206 0 1281 0 0 0 104 1259 0 0 678 493 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: 206 0 1281 0 0 0 104 1259 0 0 678 493 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 206 0 1281 0 0 0 104 1259 0 0 678 493 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 0 1281 0 0 0 104 1259 0 0 678 493 ------------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 0.75 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.: 1805 0 2842 0 0 0 1805 5187 0 0 5187 2842 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.11 0.00 0.45 0.00 0.00 0.00 0.06 0.24 0.00 0.00 0.13 0.17 Crit Moves: **** Green Time: 97.5 0.0 97.5 Volume/Cap: 0.18 0.00 0.69 Delay/Veh: 10.4 0.0 17.9 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 10.4 0.0 17.9 DesignQueue: 6 0 41 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 13.1 0.66 76.2 1. 00 76.2 8 **** 52.5 0.69 43.0 1. 00 43.0 72 0.0 0.00 0.0 1.00 0.0 o **** 0.0 39.4 0.00 0.50 0.0 47.2 1.00 1.00 0.0 47.2 o 43 39.4 0.66 51.5 1.00 51. 5 31 8 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - --- ---- - 06/09/2004 16:20 __ Filename: EXAM.OUT P-'!f{e Existing AM Wed Jun 9, 2004 16:20:48 Page 9-1 Carlsbad Office Campus Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #107 Poinsettia Ln./Avd. Encinas [e/w: Poinsettia, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): 100 o (Y+R 35 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): 0.220 25.9 C Optimal Cycle: Level Of Service: ******************************************************************************** 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: Prot+permit Prot+Permit 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 0 101 1 0 2 1 0 202 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 40 46 240 112 67 Growth Adj: 1.00 1.00 1.00 1.00 1.00 Initial Bse: 40 46 240 112 67 User Adj: 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 PHF Volume: 40 46 240 112 67 Reduct Vol: 0 0 0 0 0 Reduced Vol: 40 46 240 112 67 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.: 40 46 240 112 67 ------------1---------------11-Saturation Flow Module: 30 24 131 43 346 464 205 1.00 1.00 1.00 1.00 1.00 1.00 1.00 30 24 131 43 346 464 205 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 30 24 131 43 346 464 205 000 0 000 30 24 131 43 346 464 205 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 30 24 131 43 346 464 205 ----11---------------11---------------1 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.78 1.00 0.85 0.78 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 2.26 0.74 2.00 2.00 1.00 Final Sat.: 1487 1900 1615 1489 1900 1615 1805 3761 1234 3502 3610 1615 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.02 0.15 0.08 0.04 0.02 0.01 0.03 0.03 0.10 0.13 0.13 Crit Moves: **** **** Green Time: 61.2 43.2 43.2 Volume/Cap: 0.04 0.06 0.34 Delay/veh: 7.8 16.6 19.3 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 7.8 16.6 19.3 DesignQueue: 2 1 8 54.0 0.14 11.4 1. 00 11.4 5 36.0 0.10 21.3 1. 00 21.3 2 36.0 0.05 20.9 1.00 20.9 1 7.0 10.1 0.19 0.34 44.6 42.3 1.00 1.00 44.6 42.3 1 7 **** 10.1 0.34 42.3 1. 00 42.3 2 **** 28.7 31.8 0.34 28.4 1.00 28.4 14 0.40 26.9 1. 00 26.9 18 31.8 0.40 27.1 1. 00 27.1 8 9 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - ---- ---.--06/09/2004 16:20 Filename: EXAM.OUT Page 10 Existing AM Wed Jun 9, 2004 16:20:48 Carlsbad Office Campus Existing Conditions AM Peak Level Of Service Computation Report Page 10-1 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #108 Poinsettia Ln./I-5 SBR [e/w: Poinsettia, n/s: SBR] ******************************************************************************** Cycle (sec): Loss Time (sec): 120 o (Y+R 41 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): 0.438 27.3 C Optimal Cycle: Level Of Service: ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 10 10 10 0 10 10 7 10 0 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 2 0 2 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 0 0 Growth Adj: 1.00 1.00 Initial Bse: 0 0 User Adj: 1.00 1.00 PHF Adj: 1.00 1.00 PHF Volume: 0 0 Reduct Vol: 0 0 Reduced Vol: 0 0 PCE Adj: 1.00 1.00 MLF Adj: 1.00 1.00 Final Vol.: 0 0 ------------1---------Saturation Flow Module: o 206 0 387 1.00 1.00 1.00 1.00 o 206 0 387 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o 206 0 387 000 0 o 206 0 387 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o 206 0 387 11---------------11 o 371 1.00 1.00 o 371 1.00 1.00 1.00 1.00 o 371 o o 1. 00 1. 00 o o 371 1. 00 1. 00 371 120 1. 00 120 1. 00 1. 00 120 o 336 1. 00 336 1.00 1.00 336 o 650 1.00 650 1.00 1.00 650 o o 1.00 o 1. 00 1. 00 o o 120 336 650 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 120 336 650 0 -----11---------------1 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 0.95 0.85 0.92 0.95 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3502 0 1615 0 3610 1615 3502 3610 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.06 0.00 0.24 0.00 0.10 0.07 0.10 0.18 0.00 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 65.6 0.11 13.1 1.00 13.1 6 0.0 0.00 0.0 1. 00 0.0 o **** 65.6 0.44 16.6 1. 00 16.6 12 **** 0.0 28.1 0.00 0.0 1. 00 0.0 o 0.44 39.6 1.00 39.6 19 28.1 0.32 38.5 1.00 38.5 6 **** 26.3 0.44 40.9 1.00 40.9 18 54.4 0.40 22.0 1.00 22.0 25 0.0 0.00 0.0 1.00 0.0 a ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - --- - -- - - 06/09/2004 16: 20 Filename: EXAM . OUT page 11 Existing AM Wed Jun 9, 2004 16:20:4B Page 11-1 Carlsbad Office Campus Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #109 Poinsettia Ln./I-5 NBR [e/w: Poinsettia, n/s: NBRJ ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 o {Y+R 40 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.432 23.4 C ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 0 0 0 7 10 0 0 10 Lanes: 1 0 0 0 2 0 0 0 0 0 1 0 2 0 0 0 0 3 0 ------------1---------------11---------------11---------------11 Volume Module: 10 1 ---I Base Vol: 177 0 557 0 0 0 112 466 0 0 B06 2B1 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: 177 0 557 0 0 0 112 466 0 0 B06 2B1 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: 177 0 557 0 0 0 112 466 0 0 B06 281 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 177 0 557 0 0 0 112 466 0 0 B06 2Bl 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.: 177 0 557 0 0 0 112 466 0 0 B06 2Bl ------------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 0.75 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.91 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 3.00 Final Sat.: 1B05 0 2842 0 0 0 IB053610 0 o 51B7 ------------1---------------1 1---------------1 1---------------1 1--- Capacity Analysis Module: 0.B5 1.00 1615 -I Vol/Sat: 0.10 0.00 0.20 0.00 0.00 0.00 0.06 0.13 0.00 0.00 0.16 0.17 Crit Moves: **** Green Time: 54.4 0.0 54.4 Volume/Cap: 0.22 0.00 0.43 Delay/Veh: 20.0 0.0 22.5 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 20.0 0.0 22.5 DesignQueue: 7 0 21 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o **** 17.2 65.6 0.43 0.24 4B.1 14.2 1.00 1.00 4B.1 14.2 6 15 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 4B.3 0.39 25.5 1.00 25.5 33 **** 48.3 0.43 26.4 1.00 26.4 12 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine --- -- -- -- - 06/09/2004 16:20 Filename: EXAM.OUT Page 12 1 1 1 I 1 I I 1 1 1 1 I 1 1 I I I I 1 I 1 I I 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 --- --- ---11/14/2003 13:32 Filename: EXPM.OUT Paqe Existing PM Scenario: Command: Volume: Geometry: Impact Fee: Trip Generation: Trip Distribution: Paths: Routes: Configuration: Fri Nov 14, 2003 13:32:17 Carlsbad Office Campus Existing Conditions PM Peak Scenario Report Existing PM Existing PM Existing PM Default Geometry Default Impact Fee No Project Project Default Paths Default Routes Existing PM Page 1-1 Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine 1 --- - --- ---11/14/2003 13:32 ___ F'j.lename:~XPM.OUT_ Page Existing PM Fri Nov 14, 2003 13:32:17 Carlsbad Office Campus Existing Conditions PM Peak 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 Cannon Rd./Avd. Encinas C 23.8 0.385 C 23.8 0.385 + 0.000 D/V #102 Cannon Rd./I-5 SBR C 23.7 0.356 C 23.7 0.356 + 0.000 D/V #103 Cannon Rd./I-5 NBR B 13.8 0.471 B 13.8 0.471 + 0.000 D/V #104 Palomar Airport Rd./Avd. Encin C 33.4 0.674 C 33.4 0.674 + 0.000 D/V #105 Palomar Airport Rd./I-5 SBR C 20.5 0.388 C 20.5 0.388 + 0.000 D/V #106 Palomar Airport Rd./I-5 NBR C 28.7 0.750 C 28.7 0.750 + 0.000 D/V #107 Poinsettia Ln./Avd. Encinas C 28.0 0.320 C 28.0 0.320 + 0.000 D/V #108 Poinsettia Ln./I-5 SBR C 24.4 0.488 C 24.4 0.488 + 0.000 D/V #109 Poinsettia Ln./I-5 NBR C 21.7 0.459 C 21.7 0.459 + 0.000 D/V Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine 2 - -- -- - -- - 11/14/2QQ_3 13:32 ~l."'1!'im"'~:EXPM.OUT Page Existing PM Fri Nov 14, 2003 13:32:17 Carlsbad Office Campus Existing Conditions PM Peak Level Of Service Computation Report Page 3-1 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #101 Cannon Rd./Avd. Encinas [e/w: Cannon, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 o (Y+R 37 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.385 23.8 C ******************************************************************************** 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---------------1 1---------------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: 10110 2 0 101 1 0 110 2 0 1 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 120 1 392 1 0 0 0 136 29 2B9 416 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: 120 1 392 1 0 0 0 136 29 2B9 416 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 PHF Volume: 120 1 392 1 0 0 0 136 29 2B9 416 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 120 1 392 1 0 0 0 136 29 2B9 416 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.: 120 1 392 1 0 0 0 136 29 2B9 416 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 O.Bl 0.B1 0.92 1.00 1.00 1.00 0.93 0.93 0.92 0.95 0.95 Lanes: 1.00 1.00 1.00 2.00 1.00 1.00 1.00 1.65 0.35 2.00 2.00 0.00 Final Sat.: 1B051534 1534 3502 1900 1900 1900 2B9B 61B 3502 3610 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.07 0.00 0.26 0.00 0.00 0.00 0.00 0.05 0.05 O.OB 0.12 0.00 Crit Moves: **** **** Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 6B.7 61.7 0.10 0.00 5.3 7.3 1.00 1.00 5.3 7.3 2 0 61.7 0.41 10.1 1. 00 10.1 9 7.0 0.00 43.3 1.00 43.3 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 11.3 0.41 41.9 1.00 41.9 7 11. 3 0.41 41.9 1.00 41. 9 1 **** 19.9 0.41 35.3 1. 00 35.3 13 31.3 0.37 26.9 1. 00 26.9 16 0.0 0.00 0.0 1. 00 0.0 o 3 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine --- - ---- - 1l/14L2003 13 :32 Filename: EXPM.OUT Page Existing PM Fri Nov 14, 2003 13:32:17 Carlsbad Office Campus Existing Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 4-1 -4 ******************************************************************************** Intersection #102 Cannon Rd./I-5 SBR [e/w: Cannon, n/s: SBR] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 o {Y+R 35 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.356 23.7 C ******************************************************************************** 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: 0 0 0 10 10 10 0 10 10 7 10 0 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 2 0 2 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 0 0 0 357 0 147 0 446 B3 456 55B 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 0 357 0 147 0 446 B3 456 55B 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 PHF Volume: 0 0 0 357 0 147 0 446 B3 456 55B 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 357 0 147 0 446 B3 456 55B 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 0 357 0 147 0 446 B3 456 55B 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.B5 1.00 0.95 0.B5 0.92 0.95 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3502 0 1615 0 3610 1615 3502 3610 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.10 0.00 0.09 0.00 0.12 0.05 0.13 0.15 0.00 Crit Moves: **** **** **** Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o 34.4 0.36 34.2 1. 00 34.2 17 0.0 0.00 0.0 1.00 0.0 o 34.4 0.32 34.0 1. 00 34.0 7 0.0 41.7 0.00 0.36 0.0 29.3 1.00 1.00 0.0 29.3 o 20 41.7 0.15 27.1 1.00 27.1 4 43.9 0.36 27.9 1.00 27.9 20 B5.6 0.22 5.9 1. 00 5.9 11 0.0 0.00 0.0 1.00 0.0 o ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine --- - -- - --11/14/2003 13:32 Filename: EXPM.OUT Page Existing PM Fri Nov 14, 2003 13:32:17 Carlsbad Office Campus Existing Conditions PM Peak Level Of Service Computation Report Page 5-1 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #103 Cannon Rd./I-5 NBR [e/w: Cannon, n/s: NBR] ******************************************************************************** Cycle (sec): Loss Time (sec): 120 o (Y+R 43 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): 0.471 13.8 B Optimal Cycle: Level Of Service: ******************************************************************************** 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: 10 10 10 0 0 0 7 10 0 0 10 10 Lanes: 1 0 0 0 2 0 0 0 0 0 2 0 2 0 0 0 0 1 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 79 0 137 0 0 0 301 522 0 0 885 806 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: 79 0 137 0 0 0 301 522 0 0 885 806 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: 79 0 137 0 0 0 301 522 0 0 885 806 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 79 0 137 0 0 0 301 522 0 0 885 806 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 0 137 0 0 0 301 522 0 0 885 806 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.75 1.00 1.00 1.00 0.92 0.95 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 2.00 2.00 Final Sat.: 1805 0 2842 0 0 0 3502 3610 ------------1---------------11---------------11----- Capacity Analysis Module: 1900 1900 1900 1900 1.00 1.00 0.88 0.88 0.00 0.00 1.57 1.43 o 0 2630 2395 11---------------1 Vol/Sat: 0.04 0.00 0.05 0.00 0.00 0.00 0.09 0.14 0.00 0.00 0.34 0.34 Crit Moves: **** Green Time: 12.3 0.0 12.3 Volume/Cap: 0.43 0.00 0.47 Delay/Veh: 52.1 0.0 52.0 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 52.1 0.0 52.0 DesignQueue: 5 0 8 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o **** 21. 9 108 0.47 0.16 44.4 0.8 1.00 1.00 44.4 0.8 17 4 0.0 0.00 0.0 1.00 0.0 o **** 0.0 85.8 0.00 0.47 0.0 7.4 1.00 1.00 0.0 7.4 o 18 85.8 0.47 7.4 1.00 7.4 17 5 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine --- ---- ---1l/141~003 13:32 Filename:_EXPM.OUT Page Existing PM Fri Nov 14, 2003 13:32:17 Carlsbad Office Campus Existing Conditions PM Peak Level Of Service Computation Report Page 6-1 2000 HCM Operations Method (Base volume Alternative) ******************************************************************************** Intersection #104 Palomar Airport Rd./Avd. Encinas [e/w: PAR, n/s: Encinas] ******************************************************************************** Cycle (sec): 100 Loss Time (sec): o (Y+R 70 Critical Vol. /Cap. (X): 4 sec) Average Delay (sec/veh): 0.674 33.4 C Optimal Cycle: Level Of Service: ******************************************************************************** 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: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Lanes: 1 0 101 1 1 001 1 0 0 1 0 101 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 67 117 365 342 64 69 144 382 32 210 373 234 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: 67 117 365 342 64 69 144 382 32 210 373 234 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: 67 117 365 342 64 69 144 382 32 210 373 234 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 67 117 365 342 64 69 144 382 32 210 373 234 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.: 67 117 365 342 64 69 144 382 32 210 373 234 ------------1---------------1 1---------------1 1---------------1 1---------------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 0.96 0.96 0.85 0.95 0.99 0.99 0.95 1.00 0.85 Lanes: 1.00 1.00 1.00 1.68 0.32 1.00 1.00 0.92 0.08 1.00 1.00 1.00 Final Sat.: 1805 1900 1615 3073 575 1615 1805 1732 145 1805 1900 1615 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.06 0.23 0.11 0.11 0.04 0.08 0.22 0.22 0.12 0.20 0.14 Crit Moves: **** **** Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 33.5 33.5 0.11 0.18 23.0 23.7 1.00 1.00 23.0 23.7 2 4 33.5 0.67 31.9 1. 00 31.9 14 16.5 16.5 0.67 0.67 42.2 42.2 1.00 1.00 42.2 42.2 16 3 16.5 0.26 36.9 1. 00 36.9 3 **** 14.4 32.7 0.55 0.67 42.3 32.0 1.00 1.00 42.3 32.0 7 15 32.7 0.67 32.0 1. 00 32.0 1 **** 17.3 35.5 0.67 0.55 44.5 26.9 1.00 1.00 44.5 26.9 10 14 35.5 0.41 24.8 1. 00 24.8 9 6 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - --- -- ---11/14/2003 13:32 Filename: EXPM.OUT Paqe Existing PM Fri Nov 14, 2003 13:32:17 Carlsbad Office Campus Existing Conditions PM Peak Level Of Service Computation Report Page 7-1 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #105 Palomar Airport Rd./I-5 SBR [e/w: PAR, n/s: SBRJ ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 150 o (Y+R 37 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.388 20.5 C ******************************************************************************** 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: Rights: Min. Green: Lanes: Protected Protected Protected Include Include o 0 0 10 10 10 0 00000 2 000 1 0 0 Include 10 2 1 ------------1---------------11---------------11---Volume Module: Protected Include 10 0 10 o o 002 0 0 ---11---------------1 Base Vol: 0 0 0 552 0 223 0 895 258 0 796 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 0 552 0 223 0 895 258 0 796 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 PHF Volume: 0 0 0 552 0 223 0 895 258 0 796 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 552 0 223 0 895 258 0 796 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 0 552 0 223 0 895 258 0 796 0 ------------1---------------1 1---------------1 1---------------1 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 0.92 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 2.33 0.67 0.00 2.00 0.00 Final Sat.: 0 0 0 3502 0 1615 0 3889 1121 0 3610 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.16 0.00 0.14 0.00 0.23 0.23 0.00 0.22 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 61.0 0.0 61.0 0.0 89.0 89.0 0.0 89.0 0.0 Volume/Cap: 0.00 0.00 0.00 0.39 0.00 0.34 0.00 0.39 0.39 0.00 0.37 0.00 Delay/veh: 0.0 0.0 0.0 31.5 0.0 31.0 0.0 16.2 16.2 0.0 16.0 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: 0.0 0.0 0.0 31.5 0.0 31.0 0.0 16.2 16.2 0.0 16.0 0.0 DesignQueue: 0 0 0 28 0 11 0 32 9 0 29 0 7 ************************************.**********.******************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine --- ---- - -- I 1 I 1 I 1 I I 1 I 1 I 1 1 1 1 I 1 1 I 1 I 1 I 1 I I I I 1 I 1 1 I nL:t4/2003 13 :32 ~~_FUE!Ilame: ~~PM.OU'1'__ Page Existing PM Fri Nov 14, 2003 13:32:17 Carlsbad Office Campus Existing Conditions PM Peak Page 8-1 Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #106 Palomar Airport Rd./I-5 NBR [e/w: PAR, n/s: NBRJ ******************************************************************************** Cycle (sec): 150 Loss Time (sec): Optimal Cycle: o (Y+R 91 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.750 28.7 C ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Ovl Include Include Include Min. Green: 10 0 10 0 0 0 7 10 10 0 10 10 Lanes: 1 0 0 0 2 0 0 0 0 0 1 0 3 0 0 0 0 3 0 2 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: Growth Adj: Initial Bse: User Adj: PHF Adj: PHF Volume: Reduct Vol: Reduced Vol: PCE Adj: MLF Adj: Final Vol.: 92 0 1.00 1.00 92 0 1.00 1.00 1.00 1.00 92 0 o 0 92 0 1.00 1.00 1.00 1.00 92 0 548 0 0 0 312 1140 0 0 1659 1092 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 548 0 0 0 312 1140 0 0 1659 1092 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 1.00 548 0 0 0 312 1140 0 0 1659 1092 000 0 0 0 000 0 548 0 0 0 312 1140 0 0 1659 1092 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 1.00 548 0 0 0 312 1140 0 0 1659 1092 ------------1-----11---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 Adjustment: 0.95 1.00 Lanes: 1.00 0.00 Final Sat.: 1805 0 ------------1-- 1900 1900 1900 1900 1900 1900 1900 1900 0.75 1.00 1.00 1.00 0.95 0.91 1.00 1. 00 0.00 o 2.00 0.00 0.00 0.00 1.00 3.00 0.00 2842 0 0 0 1805 5187 0 11---------------11---------------11- 1900 0.91 3.00 5187 Capacity Analysis Module: Vol/Sat: 0.05 0.00 0.19 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 38.6 0.0 0.20 0.00 43.8 0.0 1.00 1.00 43.8 0.0 6 0 **** 38.6 0.75 55.6 1. 00 55.6 35 0.00 0.00 0.0 0.0 0.00 0.00 0.0 0.0 1.00 1.00 0.0 0.0 o 0 0.00 0.0 0.00 0.0 1. 00 0.0 o 0.17 0.22 **** 34.6 0.75 61.1 1. 00 61.1 21 111 0.30 6.4 1. 00 6.4 26 0.00 0.0 0.00 0.0 1. 00 0.0 o 0.00 0.32 0.0 76.9 0.00 0.62 0.0 1. 00 0.0 o 26.7 1.00 26.7 73 1900 0.75 2.00 2842 0.38 **** 76.9 0.75 31.2 1.00 31.2 48 1 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine -- -- - - - --11/14/2003 13:32 Filename: EXPM.OUT ___ ~~___ ~e Existing PM Fri Nov 14, 2003 13:32:17 Page 9-1 Carlsbad Office Campus Existing Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #107 Poinsettia Ln./Avd. Encinas [e/w: Poinsettia, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): 100 o (Y+R 52 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): 0.320 28.0 C Optimal Cycle: Level Of Service: ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Prot+Permit Prot+Permit 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 0 101 1 0 210 202 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 79 74 459 205 Growth Adj: 1.00 1.00 1.00 1.00 Initial Bse: 79 74 459 205 User Adj: 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 PHF Volume: 79 74 459 205 Reduct Vol: 0 0 0 0 Reduced Vol: 79 74 459 205 99 1.00 99 1. 00 1.00 99 o 99 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.: 79 74 459 205 99 ------------1---------------1 I--Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 Adjustment: 0.76 1.00 0.85 0.76 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1451 1900 1615 1450 1900 ------------1---------------1 I-- Capacity Analysis Module: 42 38 219 73 382 276 137 1.00 1.00 1.00 1.00 1.00 1.00 1.00 42 38 219 73 382 276 137 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 42 38 219 73 382 276 137 0000000 42 38 219 73 382 276 137 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 42 38 219 73 382 276 137 -----11---------------11---------------1 1900 1900 0.85 0.95 1.00 1.00 1615 1805 ---II 1900 0.88 2.25 3746 1900 1900 0.88 0.92 0.75 2.00 1249 3502 -11--- 1900 0.95 2.00 3610 1900 0.85 1. 00 1615 --I Vol/Sat: 0.05 0.04 0.28 0.14 0.05 0.03 0.02 0.06 0.06 0.11 0.08 0.08 Crit Moves: **** **** **** **** Green Time: 70.4 50.3 50.3 61.5 41.4 41.4 12.2 10.3 10.3 19.3 17.4 17.4 Volume/Cap: 0.08 0.08 0.57 0.23 0.13 0.06 0.17 0.57 0.57 0.57 0.44 0.49 Delay/Veh: 4.7 12.9 18.2 8.5 18.2 17.7 39.7 44.1 44.1 37.7 37.4 38.6 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: 4.7 12.9 18.2 8.5 18.2 17.7 39.7 44.1 44.1 37.7 37.4 38.6 DesignQueue: 3 2 14 9 3 1 2 11 4 18 13 6 9 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine --- - - - -- --11/14/2003 13:32 Filename: EXPM.OUT Page 10 Existing PM Fri Nov 14, 2003 13:32:17 Carlsbad Office Campus Existing Conditions PM Peak Page 10-1 Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #108 Poinsettia Ln./I-5 SBR [e/w: Poinsettia, n/s: SBR] ******************************************************************************** Cycle (sec): 120 Loss Time (sec): Optimal Cycle: o (Y+R 45 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.488 24.4 C ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 10 10 10 0 10 10 7 10 0 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 2 0 2 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: Growth Adj: Initial Bse: User Adj: PHF Adj: PHF Volume: Reduct Vol: Reduced Vol: PCE Adj: MLF Adj: Final Vol.: I o 1.00 o 1.00 1.00 o o o 1.00 1.00 o o 1. 00 o 1. 00 1. 00 o o o 1. 00 1. 00 o Saturation Flow Module: o 322 0 178 0 719 186 626 615 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o 322 0 178 0 719 186 626 615 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 1.00 1.00 1.00 o 322 0 178 0 719 186 626 615 0 0000000000 o 322 0 178 0 719 186 626 615 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 1.00 1.00 1.00 o 322 0 178 0 719 186 626 615 0 ----11---------------11---------------11---------------I Sat/Lane: 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.92 1900 1. 00 0.00 1900 1900 1900 1900 1900 1900 1900 0.85 1.00 0.95 0.85 0.92 0.95 1.00 1.00 0.00 2.00 1.00 2.00 2.00 0.00 1615 0 3610 1615 3502 3610 0 Lanes: 0.00 0.00 0.00 2.00 Final Sat.: 0 0 0 3502 o ------------1---------------11----Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.09 0.00 Crit Moves: Green Time: Volume/Cap: Delay/veh: User DelAdj: AdjDel/Veh: DesignQueue: 0.0 0.0 0.00 0.00 0.0· 0.0 1.00 1.00 0.0 0.0 o 0 0.0 0.00 0.0 1.00 0.0 o 27.1 0.41 40.0 1. 00 40.0 17 0.0 0.00 0.0 1. 00 0.0 o 0.11 **** 27.1 0.49 41.5 1. 00 41.5 9 11---------------11---------------1 0.00 0.20 **** 0.0 49.0 0.00 0.49 0.0 26.5 1.00 1.00 0.0 26.5 o 30 0.12 49.0 0.28 24.0 1. 00 24.0 8 0.18 0.17 **** 43.9 0.49 29.6 1.00 29.6 28 92.9 0.22 3.7 1.00 3.7 10 0.00 0.0 0.00 0.0 1.00 0.0 o ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - -- ---- - - 11/14/2003 13:32 Filename: EXPM.OUT page 11 Existing PM Fri Nov 14, 2003 13:32:17 Carlsbad Office Campus Existing Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 11-1 ******************************************************************************** Intersection #109 Poinsettia Ln./I-5 NBR [e/w: Poinsettia, n/s: NBRJ ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 o (Y+R 42 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.459 21.7 C ******************************************************************************** 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---------------1 1---------------1 1------- Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 0 0 0 7 10 0 0 10 10 Lanes: 1 0 0 0 2 0 0 0 0 0 1 0 2 0 0 0 0 3 0 1 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: Base Vol: 172 0 546 0 0 0 112 923 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 172 0 546 0 0 0 112 923 0 User Adj: 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 PHF Volume: 172 0 546 0 a a 112 923 0 Reduct Vol: 0 0 0 a a a 0 a 0 Reduced Vol: 172 0 546 0 a 0 112 923 0 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.: 172 0 546 0 a 0 112 923 a o 1061 1.00 1.00 o 1061 1.00 1.00 1.00 1.00 o 1061 o 0 o 1061 1.00 1.00 1.00 1.00 o 1061 ------------1---------------11---------------11---------------11--Saturation Flow Module: Sat/Lane: 1900 1900 Adjustment: 0.95 1.00 Lanes: 1.00 0.00 Final sat.: 1805 a ------------1----- 1900 1900 1900 1900 1900 0.75 1.00 1.00 1.00 0.95 2.00 0.00 0.00 0.00 1.00 2842 0 a a 1805 11---------------11-- 1900 0.95 2.00 3610 Capacity Analysis Vol/Sat: 0.10 Crit Moves: Module: 0.00 0.19 0.00 0.00 0.00 0.06 0.26 Green Time: 50.3 Volume/Cap: 0.23 Delay/Veh: 22.6 User DelAdj: 1.00 AdjDel/Veh: 22.6 DesignQueue: 7 0.0 0.00 0.0 1. 00 0.0 o **** 50.3 0.46 25.4 1.00 25.4 22 0.0 0.00 0.0 1.00 0.0 a 0.0 0.00 0.0 1. 00 0.0 a 0.0 0.00 0.0 1. 00 0.0 a **** 16.2 69.7 0.46 49.2 1. 00 49.2 7 0.44 14.3 1. 00 14.3 28 1900 1900 1900 1.00 1.00 0.91 0.00 0.00 3.00 a 0 5187 --11------- 0.00 0.0 0.00 0.0 1. 00 0.0 o 0.00 0.20 **** 0.0 53.5 0.00 0.46 0.0 23.3 1.00 1.00 0.0 23.3 o 41 202 1.00 202 1.00 1. 00 202 o 202 1.00 1.00 202 ---I 1900 0.85 1.00 1615 0.13 53.5 0.28 21.3 1.00 21.3 8 1 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - ------ -- - ll/14/2003 13:32 Filename: EXPM.OUT Page 12 - - - - - --- - - - - - - - -- - - RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: Avd. Encinas (N/S) Cannon Rd. (EIW) INTERSECTION: Avd. Encinas (N/S) Cannon Rd. (E/W) SCENARIO: Existing SCENARIO: Existing COUNT DATE: ANALYST: _____ o:...;.7.c.:;11~51...;.0:c..3 PEAK HR:o:AM= _______ _ NEM AGENCY: Carlsbad COUNT DATE: ANALYST: ___ --....;0:...;.7.c.:;/1c:::;5/:..:.0::..3 PEAK HR:~P:.:.:M'-______ _ NEM AGENCY: Carlsbad --- MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NBLeft 1 1800 50 0.03 NB Left 1 1800 120 0.07 NB Thru 2 4000 0 0.04 * NB Thru 2 4000 1 0.10 * NB Right 0 0 169 0.00 NB Right 0 0 392 0.00 SB Left 2 3600 2 0.00 * SB Left 2 3600 1 0.00 * SB Thru 1 2000 0 0.00 SB Thru 1 2000 0 0.00 SB Right 1 1800 0 0.00 SB Right 1 1800 0 0.00 EB Left 1 1800 0 0.00 EB Left 1 1800 0 0.00 EB Thru 2 4000 243 0.10 * EB Thru 2 4000 136 0.04 * EB Right 0 0 169 o --: EB Right 0 0 29 0 WB Left 2 3600 343 0.10 * WB Left 2 3600 289 0.08 * WBThru 2 4000 135 0.03 WBThru 2 4000 416 0.10 WB Right 0 0 0 0.00 WBRight 0 0 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.04 NORTH/SOUTH CRITICAL SUMS 0.10 EASTIWEST CRITICAL SUMS 0.20 EASTIWEST CRITICAL SUMS 0.12 SUM OF CRITICAL VIC RATIO 0.24 SUM OF CRITICAL VIC RATIO 0.22 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.34 INTERSECTION CAPACITY UTILIZATION (lCU) 0.32 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61 -<= C .71-<= C .71 -<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91 -<= E .91 -<= F >1.0 F >1.0 Project #: 55-100144.001 11117/2003 - -- - -- --- - - - - -- ----RBF Consulting Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAP ACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: 1-5 SBR (N/S) Cannon Rd. (EIW) INTERSECTION: 1-5 SBR (N/S) Cannon Rd. (E/W) SCENARIO: Existing SCENARIO: Existing COUNT DATE: ANALYST: 07/15103 PEAKHR: AM -N-E-M------~~~ ~~A-G~E~N~C~Y-:~C-~-Is-ba-d~--COUNT DATE: ANALYST: _______ .....::.;07:.:.,/1:,:5::..,:/0:.::..3 PEAK HR:..:.P~M~ ________ _ NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 0 0 0 0.00 NB Left 0 0 0 0.00 NB Thru 0 0 0 0.00 * NB Thru 0 0 0 0.00 * NB Right 0 0 0 0.00 NBRight 0 0 0 0.00 SB Left 2 3600 1039 0.29 * SB Left 2 3600 357 0.10 * SB Thru 0 0 0 0.00 SB Thru 0 0 0 0.00 SB Right 1 1800 297 0.17 SB Right 1 1800 147 0.08 EB Left 0 0 0 0.00 EB Left 0 0 0 0.00 EB Thru 2 4000 380 0.10 * EB Thru 2 4000 446 0.11 * EB Right 1 1800 34 0.02 EB Right 1 1800 83 0.05 WB Left 2 3600 96 0.03 * WB Left 2 3600 456 0.13 * WBThru 2 4000 181 0.05 WBThru 2 4000 558 0.14 WB Right 0 0 0 0.00 WBRight 0 0 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.29 NORTH/SOUTH CRITICAL SUMS 0.10 EASTIWEST CRITICAL SUMS 0.13 EASTIWEST CRITICAL SUMS 0.24 SUM OF CRITICAL VIC RATIO 0.42 SUM OF CRITICAL VIC RATIO 0.34 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.52 INTERSECTION CAPACITY UTILIZATION (lCU) 0.44 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A ---_.------- NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61-<= C .71-<= C .71-<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91 -<= E .91 -<= F >1.0 F >1.0 Project#: 55-100144.001 11117/2003 ---- ---- - --, -- -- - -- -RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: 1-5 NBR (N/S) Cannon Rd. (EIW) INTERSECTION: 1-5 NBR (N/S) Cannon Rd. (EIW) SCENARIO: Existing SCENARIO: Existing COUNT DATE: ____ ....:0:..:.7:....:/1.::.;5/..:.03:.. PEAKHR:.:..:AM=.:..:..... ______ _ COUNT DATE: _ ___ ..:.07.:..;./.:..:15:.:..;/0:.::..3 PEAK HR: .::.:P.:..:M'--______ _ ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK I LANES (1) HOUR VOLUME VIC MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC NB Left 1 1800 70 0.04 '" NB Left 1 1800 79 0.04 '" NB Thru 0 0 0 0.00 NB Thru 0 0 0 0.00 NBllight 2 3600 522 0.15 NB llight 2 3600 137 0.04 SB Left 0 0 0 0 SB Left 0 0 0 0 SB Thru 0 0 0 0.00 '" SB Thru 0 0 0 0.00 '" SB llight 0 0 0 0 SB llight 0 0 0 0 EB Left 2 3600 118 0.Q3 EB Left 2 3600 301 0.08 '" EB Thru 2 4000 1317 0.33 '" EB Thru 2 4000 522 0.13 EB llight 0 0 0 0 EB llight 0 0 0 0 WB Left 0 0 0 o '" WB Left 0 0 0 0 WBThru 1 2000 195 0.10 WBThru 1 2000 885 0.44 '" WB llight 2 3600 187 0.05 WB llight 2 3600 806 0.22 NORTH/SOUTH CRITICAL SUMS 0.04 NORTH/SOUTH CRITICAL SUMS 0.04 EASTIWEST CRITICAL SUMS 0.33 EASTIWEST CRITICAL SUMS 0.52 SUM OF CRITICAL VIC RATIO 0.37 SUM OF CRITICAL VIC RATIO 0.56 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.47 INTERSECTION CAPACITY UTILIZATION (lCU) 0.66 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) B ~--~ NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61 -<= C .71 -<= C .71 -<= '" Denotes Critical Movements D .81-<= '" Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91 -<= E .91 -<= F >1.0 F >1.0 Project#: 55-100144.001 1lI17/2003 -- ---- - - - -- - ---- ---RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: Avd. Encinas (N/S) Palomar Airport (E/W) INTERSECTION: Avd. Encinas (N/S) Palomar Airport (EIW) SCENAJUO: ~E~x~is=tin~g~ __________________________________ __ COUNT DATE: 07/15103 pEAKHR:""AM::...:.. ________ _ SCENARIO: Existing COUNT DATE: ~~E---0~7~/l~5~ro~3-P~E~AK~~H~R-:P=M~-------- ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PMPEAK I LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 1 1800 25 0.Ql NB Left 1 1800 67 0.04 NB Thru 1 2000 49 0.02 * NB Thru 1 2000 ll7 0.06 * NB Right 1 1800 104 0.06 NB Right 1 1800 365 0.20 SB Left 1.5 2700 193 0.07 * SB Left 1.5 2700 342 0.13 * SB Thru 0.5 1000 33 0.Q3 SB Thru 0.5 1000 64 0.06 SB Right 1 1800 21 0.Ql SB Right 1 1800 69 0.04 EB Left 1 1800 47 0.03 EB Left 1 1800 144 0.08 EB Thru 1 2000 294 0.17 * EB Thru 1 2000 382 0.21 * EB Right 0 0 53 0 EB Right 0 0 32 0 WB Left 1 1800 284 0.16 * WB Left 1 1800 210 0.12 * WBThru 1 2000 192 0.10 WBThru 1 2000 373 0.19 WB Right 1 1800 366 0.20 WBRight 1 1800 234 0.13 NORTH/SOUTH CRITICAL SUMS 0.09 NORTH/SOUTH CRITICAL SUMS 0.19 EASTIWEST CRITICAL SUMS 0.33 EASTIWEST CRITICAL SUMS 0.33 SUM OF CRITICAL VIC RATIO 0.42 SUM OF CRITICAL VIC RATIO 0.52 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.52 INTERSECTION CAPACITY UTILIZATION (lCU) 0.62 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) B NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61-<= B .61-<= C .71-<= C .71-<= * Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81-<= ** extra wide outside lane E .91-<= E .91-<= F >1.0 F >1.0 Project#: 55·100144.001 6/9/2004 ------ - - - -- - - - -- --- -RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAP ACITY UTILIZATION INTERSECTION: 1-5 SBR (N/S) Palomar Airport (EIW) INTERSECTION: 1-5 SBR (N/S) Palomar Airport (EIW) SCENARIO: Existing SCENARIO: Existing COUNT DATE: _____ 0.;..;7_11;...5_/0'-'-3 PEAK HR: .c..AM--'-_______ _ COUNT DATE: ____ ...:0:..:.7:....:/1=:51...::.0::..3 PEAK HR: .:..P:.:.:M'--______ _ ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: C!\rlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK LANES (1) HOUR VOLUME VIC MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PMPEAK I LANES (1) HOUR VOLUME VIC NB Left 0 0 0 0.00 NB Left 0 0 0 0.00 NB Thru 0 0 0 0.00 * NB Thru 0 0 0 0.00 * NB Right 0 0 0 0.00 NB Right 0 0 0 0.00 SB Left 2 3600 907 0.25 * SB Left 2 3600 552 0.15 * SB Thru 0 0 0 0.00 SB Thru 0 0 0 0.00 SB Right 1 1800 277 0.15 SB Right 1 1800 223 0.12 EB Left 0 0 0 0.00 * EB Left 0 0 0 0.00 * EB Thru 3 6000 472 0.10 EB Thru 3 6000 895 0.19 EB Right 0 0 111 0 EB Right 0 0 258 0 WB Left 0 0 0 0 WB Left 0 0 0 0 WBThru 2 4000 568 0.14 * WBThru 2 4000 796 0.20 * WB Right 0 0 0 0.00 WB Right 0 0 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.25 NORTH/SOUTH CRITICAL SUMS 0.15 EASTIWEST CRITICAL SUMS 0.14 EASTIWEST CRITICAL SUMS 0.20 SUM OF CRITICAL VIC RATIO 0.39 SUM OF CRITICAL VIC RATIO 0.35 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.49 INTERSECTION CAPACITY UTILIZATION (ICU) 0.45 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61-<= C .71-<= C .71 -<= * Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91 -<= E .91 -<= F >1.0 F >1.0 Project#: 55-100144.001 11/17/2003 - - --- - - -- - - --- - - - - - RBF Consulting Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: 1-5 NBR (N/S) Palomar Airport (EIW) INTERSECTION: 1-5 NBR (N/S) Palomar Airport (EIW) SCENARIO: Existing SCENARIO: E~sting COUNT DATE: _____ 0:..,;.7;,.,:11c.::c5/...;:.0;;...3 PEAKHR:..:;.AM::;..;;... _______ _ COUNT DATE: ____ --"-07..;../1.;...;5_10;..;....3 PEAK HR: -"P_M _______ _ ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC iNB Left 1 1800 206 0.11 * NBLeft 1 1800 92 0.05 * NB Thru 0 0 0 0.00 NB Thru 0 0 0 0.00 NB Right 2 3600 1281 0.36 ! NBRight 2 3600 548 0.15 SB Left 0 0 0 0 SB Left 0 0 0 o ' SB Thru 0 0 0 0.00 * SBThru 0 0 0 0.00 * SB Right 0 0 0 0 SB Right 0 0 0 0 EB Left 1 1800 104 0.06 EB Left 1 1800 312 0.17 * EB Thru 3 6000 1259 0.21 * EBThru 3 6000 1140 0.19 EB Right 0 0 0 0 EB Right 0 0 0 0 WB Left 0 0 0 0* WB Left 0 0 0 0 WBThru 3 6000 678 0.11 WBThru 3 6000 1659 0.28 * WB Right 2 3600 493 0.14 WB Right 2 3600 1092 0.30 NORTH/SOUTH CRITICAL SUMS 0.11 NORTH/SOUTH CRITICAL SUMS 0.05 EASTIWEST CRITICAL SUMS 0.21 EASTIWEST CRITICAL SUMS 0.45 SUM OF CRITICAL VIC RATIO 0.32 SUM OF CRITICAL VIC RATIO 0.50 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.42 INTERSECTION CAPACITY UTILIZATION (lCU) 0.60 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61-<= B .61 -<= C .71-<= C .71 -<= * Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91-<= E .91-<= F >1.0 F >1.0 Project #: 55-100144.001 1111712003 - -- - -------- - -- --- - RBF Consulting Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: Avd. Encinas (N/S) Poinsettia Ln. (EIW) INTERSECTION: Avd. Encinas (N/S) Poinsettia Ln. (EIW) SCENAJUO: ~E~x~is~tin~g~ __________________________________ __ COUNT DATE: 07/15103 PEAKHR: AM ANALYST: NEM ~~A~G~E~N~C~Y~:~C~a~rl~w-a~d--- SCENAJUO: ~E=x=is=tin~g~ ____ ~~ ______ ~~ ________________ __ ____ ...::0.::..7/..:,:15::.;/0:.::...3 PEAK HR: .:.P;.:;M=--______ _ NEM AGENCY: Carlsbad COUNT DATE: ANALYST: MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 1 1800 40 0.02 NBLeft 1 1800 79 0.04 NB Thru 1 2000 46 0.Q2 * NBThru 1 2000 74 0.04 * NB Right 1 1800 240 0.13 NBRight 1 1800 459 0.26 SB Left 1 1800 112 0.06 * SB Left 1 1800 205 0.11 * SB Thru 1 2000 67 0.Q3 SB Thru 1 2000 99 0.05 SB Right 1 1800 30 0.02 SB Right 1 1800 42 0.02 EB Left 1 1800 24 0.01 * EB Left 1 1800 38 0.02 EB Thru 3 6000 131 0.03 EB Thru 3 6000 219 0.05 * EB Right 0 0 43 0 EB Right 0 0 73 0 WBLeft 2 3600 346 0.10 WBLeft 2 3600 382 0.11 * WBThru 2 4000 464 0.12 * WBThru 2 4000 276 0.07 WBRight 1 1800 205 0.11 WBRight 1 1800 137 0.08 NORTH/SOUTH CRITICAL SUMS 0.08 NORTH/SOUTH CRITICAL SUMS 0.15 EASTIWEST CRITICAL SUMS 0.13 EASTIWEST CRITICAL SUMS 0.16 SUM OF CRITICAL VIC RATIO 0.21 SUM OF CRITICAL VIC RATIO 0.31 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.31 INTERSECTION CAPACITY UTILIZATION (lCU) 0.41 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A ~ - NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61-<= B .61 -<= C .71-<= C .71-<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81-<= ** extra wide outside lane E .91-<= E .91-<= F >1.0 F >1.0 Project#: 55-100144.001 11117/2003 - ----- - -- - - - - -- - -- - RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: 1-5 SBR (N/S) Poinsettia Ln. (E/W) INTERSECTION: 1-5 SBR (N/S) Poinsettia Ln. (EIW) SCENARIO: Existing SCENARIO: Existing COUNT DATE: 07115/03 PEAKHR: AM -------------------COUNT DATE: 07/15/03 PEAK HR:..:.P.::;M=--______ _ ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK I I MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 0 0 0 0.00 NB Left 0 0 0 0.00 NB Thru 0 0 0 0.00 * NB Thru 0 0 0 0.00 * NB Right 0 0 0 0.00 NB Right 0 0 0 0.00 SB Left 2 3600 206 0.06 * SB Left 2 3600 322 0.09 * SB Thru 0 0 0 0.00 SB Thru 0 0 0 0.00 SB Right 1 1800 387 0.22 SB Right 1 1800 178 0.10 EB Left 0 0 0 0.00 EB Left 0 0 0 0.00 EB Thru 2 4000 371 0.09 * EB Thru 2 4000 719 0.18 * EB Right 1 1800 120 0.07 EB Right I 1800 186 0.10 WB Left 2 3600 336 0.09 * WB Left 2 3600 626 0.17 * WBThru 2 4000 650 0.16 WBThru 2 4000 615 0.15 WB Right 0 0 0 0.00 WB Right 0 0 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.06 NORTH/SOUTH CRITICAL SUMS 0.09 EASTIWEST CRITICAL SUMS 0.18 EASTIWEST CRITICAL SUMS 0.35 SUM OF CRITICAL VIC RATIO 0.24 SUM OF CRITICAL VIC RATIO 0.44 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.34 INTERSECTION CAPACITY UTILIZATION (lCU) 0.54 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61 -<= C .71 -<= C .71-<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91-<= E .91-<= F >1.0 F >1.0 Project #: 55-100144.001 11117/2003 --- - --- -- - - - ---- ---RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAP ACITY UTILIZATION INTERSECTION: 1-5 NBR (N/S) Poinsettia Ln. (EIW) INTERSECTION: 1-5 NBR (N/S) Poinsettia Ln. (EIW) SCENARIO: Existing COUNT DATE: ____ --"-07:..;./;:,:15::..;/0;.::..3 PEAKHR: .:.,AM:::;.:;.. _______ _ SCENARIO: Existing COUNT DATE: ~~~--0-7~/l~5~/0-3-P-E-AK--H~R-:P~M----------- ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: Carlsbad' MOVEMENT NO. of CAPACITY AM PEAK. UNADJUSTED AM PEAK I LANES (1) HOUR VOLUME VIC MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK I LANES (1) HOUR VOLUME VIC NB Left 1 1800 177 0.10 * NB Left 1 1800 172 0.10 * NBThru 0 0 0 0.00 NB Thru 0 0 0 0.00 NB Right 2 3600 557 0.15 NB Right 2 3600 546 0.15 SB Left 0 0 0 0 SB Left 0 0 0 0 SB Thru 0 0 0 0.00 * SB Thru 0 0 0 0.00 * SB Right 0 0 0 0 SB Right 0 0 0 0 EB Left 1 1800 112 0.06 * EB Left 1 1800 112 0.06 * EB Thru 2 4000 466 0.12 EB Thru 2 4000 923 0.23 EB Right 0 0 0 0 EB Right 0 0 0 0 WB Left 0 0 0 0 WBLeft 0 0 0 0 WBThru 3 6000 806 0.13 * WBThru 3 6000 1061 0.18 * WB Right 1 1800 281 0.16 WBRight 1 1800 202 0.11 NORTH/SOUTH CRITICAL SUMS 0.10 NORTH/SOUTH CRITICAL SUMS 0.10 EASTIWEST CRITICAL SUMS 0.19 EASTIWEST CRITICAL SUMS 0.24 SUM OF CRITICAL VIC RATIO 0.29 SUM OF CRITICAL VIC RATIO 0.34 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.39 INTERSECTION CAPACITY UTILIZATION (lCU) 0.44 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61 -<= C .71 -<= C .71 -<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91 -<= E .91 -<= F >1.0 F >1.0 Project#: 55-100144.001 11117/2003 I I I APPENDIX C I Existing Plus Project HCM and ICU Worksheets I I I I I I I I I I I I I I I - ------ --06/09/2004 16:21 _]ilename: EXPl\l>hQ!IT____ Page Existing Plus Project AM Wed Jun 9, 2004 16:21:53 Scenario: Command: Volume: Geometry: Impact Fee: Trip Generation: Trip Distribution: Paths: Routes: Configuration: Carlsbad Office Campus Existing + Project, AM Peak Office Alternative Scenario Report Existing Plus Project AM Existing Plus Project AM Existing AM Default Geometry Default Impact Fee AM Project Default Paths Default Routes Existing Plus Project AM Page 1-1 Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine 1 -- - - ---- - - 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 06/09L2004_16: 21 Filename: _];!XPAM.OUT Page 2 Existing Plus Project AM Wed Jun 9, 2004 16:21:53 Zone Carlsbad Office Campus Existing + Project, AM Peak Office Alternative Trip Generation Report Forecast for AM Peak # Subzone Amount Units Rate In Rate Out 1 Flower Whole 1.00 Flower Wholesa -298.00 -33.00 Zone 1 Subtotal ............................ . 2 Office 6.00 Corporate Offi 10.71 1.19 2 Office 220.00 General Office 2.52 0.28 Zone 2 Subtotal ............................ . Page 2-1 Trips Trips Total % Of In Out Trips Total -298 -33 -331 -93. -298 -33 -331 -93.0 64 7 71 19.9 554 62 616 173.0 618 69 687 193.0 TOTAL .................................................. 320 36 356 100.0 Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine -- -- -----06/09/2004 16: 21 Filename: EX!,AM.OUT _______ _Page Existing Plus Project AM Wed Jun 9, 2004 16:21:53 1 2 Zone 1 9.0 B.O 2 9.0 8.0 3 Carlsbad Office Campus Existing + Project, AM Peak Office Alternative Trip Distribution Report Percent Of Trips Project To Gates 4 5 6 7 lB.O 8.0 37.0 2.0 3.0 18.0 8.0 37.0 2.0 3.0 Page 3-1 8 9 10.0 5.0 10.0 5.0 Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine 3 ----------06/09/2004 _16 :21 Filename:_ EXPAM.OUT Page Existing Plus Project AM Wed Jun 9, 2004 16:21:54 Carlsbad Office Campus Existing + Project, AM Peak Office Alternative Impact Analysis Report Level Of Service Intersection Base Del/ V/ LOS Veh C #101 Cannon Rd./Avd. Encinas C 24.2 0.330 #102 Cannon Rd./I-5 SBR B lB.4 0.429 #103 Cannon Rd./I-S NBR B 19.4 0.S4B #104 Palomar Airport Rd./Avd. Encin C 21.3 0.432 #105 Palomar Airport Rd./I-5 SBR C 23.9 0.416 #106 Palomar Airport Rd./I-S NBR D 35.9 0.693 #107 Poinsettia Ln./Avd. Encinas C 25.9 0.220 #108 Poinsettia Ln./I-S SBR C 27.3 0.43B #109 Poinsettia Ln./I-S NBR C 23.4 0.432 Page 4-1 Future Change Del/ V/ in LOS Veh C C 24.6 0.366 + 0.418 D/V B lB.8 0.432 + 0.416 D/V B 18.3 0.550 -1. 082 D/V C 22.B 0.476 + 1.520 D/V C 24.1 0.455 + 0.215 D/V D 36.5 0.696 + 0.506 D/V C 24.3 0.238 -1. 621 D/V C 27.3 0.439 + 0.000 D/V C 23.4 0.432 + 0.037 D/V Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine 4 --- ------06/09/2004 16: 21 __ f.i.l._Eillame : EXPAM.OllT____ Page Existing Plus Project AM Wed Jun 9, 2004 16:21:54 Carlsbad Office Campus Existing + Project, AM Peak Office Alternative Level Of Service Computation Report Page 5-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #101 Cannon Rd./Avd. Encinas [e/w: Cannon, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): 100 o (Y+R 36 Critical vol./Cap. (X): 4 sec) Average Delay (sec/veh): 0.366 24.6 C Optimal Cycle: Level Of Service: ******************************************************************************** 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---------------1 1---------------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: 1 0 1 1 0 2 0 1 0 1 1 0 1 1 0 2 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 50 0 169 2 0 0 0 243 169 343 135 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: 50 0 169 2 0 0 0 243 169 343 135 0 Added Vol: 3 0 8 0 0 0 0 0 29 74 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 53 0 177 2 0 0 0 243 198 417 135 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 PHF Volume: 53 0 177 2 0 0 0 243 198 417 135 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 53 0 177 2 0 0 0 243 198 417 135 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.: 53 0 177 2 0 0 0 243 198 417 135 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 Adjustment: 0.95 0.95 Lanes: 1.00 1.00 Final Sat.: 1805 1805 ------------1--- 1900 1900 1900 1900 1900 1900 0.81 0.92 1.00 1.00 1.00 0.89 1.00 2.00 1.00 1.00 1.00 1.10 1534 3502 1900 1900 1900 1856 ----11---------------11- Capacity Analysis Module: Vol/Sat: 0.03 Crit Moves: 0.00 0.12 0.00 0.00 0.00 0.00 0.13 Green Time: Volume/Cap: Delay/veh: User DelAdj: AdjDel/Veh: DesignQueue: 36.4 0.0 0.08 0.00 20.9 0.0 1.00 1.00 20.9 0.0 2 0 **** 29.4 0.39 28.8 1.00 28.8 7 **** 7.0 0.01 43.3 1. 00 43.3 o 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 33.3 0.39 25.8 1.00 25.8 9 1900 1900 1900 1900 0.89 0.92 0.95 0.95 0.90 2.00 2.00 0.00 1512 3502 3610 0 --11---------------1 0.13 33.3 0.39 25.8 1. 00 25.8 8 0.12 0.04 **** 30.3 63.6 0.39 0.06 27.8 6.9 1.00 1.00 27.8 6.9 17 3 0.00 0.0 0.00 0.0 1. 00 0.0 o 5 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - - -- -- - - - - 1 1 1 I \ 1 1 I 1 I 1 I 1 1 1 1 1 1 I I I 1 I I 1 1 I I 1 06/09m04_ 16_:21 ___ Filename: E21PAM.OUT Page Existing Plus Project AM Wed Jun 9, 2004 16:21:54 Carlsbad Office Campus Existing + Project, AM Peak Office Alternative Page 6-1 Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #102 Cannon Rd./I-5 SBR [e/w: Cannon, n/s: SBR] ******************************************************************************** Cycle (sec): 120 Loss Time (sec): Optimal Cycle: o (Y+R 40 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.432 18.8 B ******************************************************************************** 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: 0 0 0 10 10 10 0 10 10 7 10 o Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 2 0 2 0 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: o Growth Adj: 1.00 Initial Bse: o o o o Added Vol: PasserByVol: Initial Fut: User Adj: PHF Adj: PHF volume: Reduct Vol: Reduced Vol: PCE Adj: MLF Adj: Final Vol.: 1 1. 00 1. 00 o o o 1. 00 1. 00 o o 1. 00 o o o o 1. 00 1. 00 o o o 1.00 1. 00 o Saturation Flow Module: Sat/Lane: 1900 1900 Adjustment: 1.00 1.00 o 1039 0 297 0 380 34 96 181 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o 1039 0 297 0 380 34 96 181 0 o 0 0 16 0 8 0 0 58 0 000 0 0 0 000 0 o 1039 0 313 0 388 34 96 239 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 1.00 1.00 1.00 o 1039 0 313 0 388 34 96 239 0 000 0 0 0 0 000 o 1039 0 313 0 388 34 96 239 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 1.00 1.00 1.00 o 1039 0 313 0 388 34 96 239 0 1900 1. 00 11---------------11---------------11---------------1 1900 1900 0.92 1.00 1900 0.85 1900 1900 1.00 0.95 1900 0.85 1900 1900 0.92 0.95 1900 1. 00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3502 0 1615 0 3610 1615 3502 3610 0 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.30 0.00 0.19 0.00 0.11 0.02 0.03 0.07 0.00 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/veh: DesignQueue: 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 82.5 0.43 8.5 1. 00 8.5 23 0.0 0.00 0.0 1. 00 0.0 o 82.5 0.28 7.4 1.00 7.4 7 **** 0.0 29.9 0.00 0.43 0.0 38.2 1.00 1.00 0.0 38.2 o 20 29.9 0.08 34.7 1.00 34.7 2 **** 7.6 0.43 55.4 1.00 55.4 6 37.5 0.21 30.5 1.00 30.5 11 0.0 0.00 0.0 1. 00 0.0 o 6 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine -- - -- - ---- - -- -- - - - - 06/09/2004 16:21 Filename: EXPAM.OUT Page Existing Plus Project AM Wed Jun 9, 2004 16:21:54 Carlsbad Office Campus Existing + Project, AM Peak Office Alternative Level Of Service Computation Report Page 7-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #103 Cannon Rd./I-5 NBR [e/w: Cannon, n/s: NBR] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 o (Y+R 51 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.550 18.3 B ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 0 0 0 7 10 0 0 10 10 Lanes: 1 0 0 0 2 0 0 0 0 0 2 0 2 0 0 0 0 1 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 70 0 522 0 0 0 118 1317 0 0 195 187 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 0 522 0 0 0 118 1317 0 0 195 187 Added Vol: 0 0 0 0 0 0 2 6 0 0 58 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 70 0 522 0 0 0 120 1323 0 0 253 187 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: 70 0 522 0 0 0 120 1323 0 0 253 187 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 70 0 522 0 0 0 120 1323 0 0 253 187 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.: 70 0 522 0 0 0 120 1323 0 0 253 187 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 Adjustment: 0.95 1.00 Lanes: 1.00 0.00 Final Sat.: 1805 0 ------------1----- 1900 1900 1900 1900 1900 1900 0.75 1.00 1.00 1.00 0.92 0.95 2.00 0.00 0.00 0.00 2.00 2.00 2842 0 0 0 3502 3610 --11---------------11------- Capacity Analysis Module: 1900 1900 1900 1900 1.00 1.00 0.89 0.89 0.00 0.00 1.73 1.27 o 0 2914 2154 11---------------1 Vol/Sat: 0.04 0.00 0.18 0.00 0.00 0.00 0.03 0.37 0.00 0.00 0.09 0.09 Crit Moves: **** Green Time: 40.1 0.0 40.1 Volume/Cap: 0.12 0.00 0.55 Delay/Veh: 27.8 0.0 33.3 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 27.8 0.0 33.3 DesignQueue: 3 0 24 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o 7.0 0.59 59.5 1. 00 59.5 8 **** 79.9 0.55 10.8 1. 00 10.8 32 0.0 0.00 0.0 1.00 0.0 o **** 0.0 0.00 0.0 1.00 0.0 o 72.9 0.14 10.1 1. 00 10.1 7 72 .9 0.14 10.1 1. 00 10.1 5 7 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine 06/09/2004 16: 21 Filename :_EXPAM.OUT Page Existing Plus Project AM Wed Jun 9, 2004 16:21:54 Carlsbad Office Campus Existing + Project, AM Peak Office Alternative Level Of Service Computation Report Page 8-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #104 Palomar Airport Rd./Avd. Encinas [e/w: PAR, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 o (Y+R 44 Critical Vol. /Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.476 22.8 C ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 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 0 1 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 25 49 104 193 33 21 47 294 53 284 192 366 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: 25 49 104 193 33 21 47 294 53 284 192 366 Added Vol: 0 42 0 17 5 3 26 0 0 0 0 150 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 25 91 104 210 38 24 73 294 53 284 192 516 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: 25 91 104 210 38 24 73 294 53 284 192 516 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 25 91 104 210 38 24 73 294 53 284 192 516 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 91 104 210 38 24 73 294 53 284 192 516 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.96 Lanes: 1.00 1.00 1.00 1.69 Final Sat.: 1805 1900 1615 3086 ------------1---------------11 Capacity Analysis Module: 1900 1900 1900 1900 1900 1900 1900 0.96 0.85 0.95 0.98 0.98 0.95 1.00 0.31 1.00 1.00 0.85 0.15 1.00 1.00 558 1615 1805 1573 284 1805 1900 -------11---------------11--- 1900 0.85 1. 00 1615 Vol/Sat: 0.01 0.05 0.06 0.07 0.07 0.01 0.04 0.19 0.19 0.16 0.10 0.32 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 13.5 0.10 38.1 1.00 38.1 1 **** 13 .5 0.35 40.1 1. 00 40.1 4 13.5 0.48 41.6 1.00 41.6 5 **** 14.3 14.3 0.48 0.48 40.1 40.1 1.00 1.00 40.1 40.1 10 2 14.3 0.10 37.5 1.00 37.5 1 **** 8.5 41.1 0.48 0.46 45.9 21.8 1.00 1.00 45.9 21.8 4 10 41.1 0.46 21.8 1. 00 21.8 2 34.6 67.1 0.46 25.9 1. 00 25.9 11 0.15 6.1 1. 00 6.1 4 **** 67.1 0.48 8.3 1. 00 8.3 10 1 8 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - ---- ----06/09/2004 16:21 Filename: EXPAM.OUT __ Page Existing Plus Project AM Wed Jun 9, 2004 16:21:54 Carlsbad Office Campus Existing + Project, AM Peak Office Alternative Level Of Service Computation Report Page 9-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #105 Palomar Airport Rd./I-5 SBR [e/w: PAR, n/s: SBRJ ******************************************************************************** Cycle (sec): Loss Time (sec): 150 o (Y+R 42 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): 0.455 24.1 C Optimal Cycle: Level Of Service: ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 10 10 10 0 10 10 0 10 o Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 1 0 0 0 2 0 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 0 0 0 907 0 277 0 472 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 907 0 277 0 472 Added Vol: 0 0 0 0 0 10 0 14 PasserByVol: 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 907 0 287 0 486 User Adj: 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 PHF Volume: 0 0 0 907 0 287 0 486 Reduct Vol: 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 907 0 287 0 486 PCE Adj: 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 Final Vol.: 0 0 0 907 0 287 0 486 ------------1---------------11---------------11------ Saturation Flow Module: 111 0 568 0 1.00 1.00 1.00 1.00 111 0 568 0 3 0 141 0 000 0 114 0 709 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 114 0 709 0 000 0 114 0 709 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 114 0 709 0 11---------------1 Sat/Lane: 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.92 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 Final sat.: 0 0 0 3502 0 1900 1900 1900 1900 1900 1900 1900 0.85 1.00 0.88 0.88 1.00 0.95 1.00 1.00 0.00 2.43 0.57 0.00 2.00 0.00 1615 0 4084 958 0 3610 0 --1---------------11------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.26 0.00 0.18 0.00 0.12 0.12 0.00 0.20 0.00 Crit Moves: Green Time: Volume/Cap: Delay/veh: User DelAdj: AdjDel/Veh: DesignQueue: 0.0 0.0 0.00 0.00 0.0 0.0 1.00 1.00 0.0 0.0 o 0 0.0 0.00 0.0 1.00 0.0 o **** 85.3 0.46 19.0 1.00 19.0 35 0.0 0.00 0.0 1.00 0.0 o 85.3 0.31 17.2 1.00 17.2 11 **** 0.0 64.7 0.00 0.28 0.0 27.6 1.00 1.00 0.0 27.6 o 24 64.7 0.28 27.6 1.00 27.6 6 0.0 0.00 0.0 1.00 0.0 o **** 64.7 0.46 30.4 1. 00 30.4 35 0.0 0.00 0.0 1.00 0.0 o 9 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - --- ------06/09/2004 16:21 Filename: EXPAM.OUT Page 10 Existing Plus Project AM Wed Jun 9, 2004 16:21:54 Page 10-1 Carlsbad Office Campus Existing + Project, AM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #106 Palomar Airport Rd./I-5 NBR [e/w: PAR, n/s: NBRJ ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 150 o (Y+R 75 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.696 36.5 D ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Ovl Include Include Include Min. Green: 10 0 10 0 0 7 10 10 0 10 10 Lanes: 1 0 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: Base Vol: 206 0 1281 0 0 0 104 1259 0 0 678 493 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: 206 0 1281 0 0 0 104 1259 0 0 678 493 Added Vol: 22 0 0 0 0 0 1 13 0 0 118 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 228 0 1281 0 0 0 105 1272 0 0 796 493 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: 228 0 1281 0 0 0 105 1272 0 0 796 493 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 228 0 1281 0 0 0 105 1272 0 0 796 493 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.: 228 0 1281 0 0 0 105 1272 0 0 796 493 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 Adjustment: 0.95 1.00 0.75 Lanes: 1.00 0.00 2.00 Final Sat.: 1805 0 2842 ------------1---------------11 Capacity Analysis Module: 1900 1.00 0.00 o 1900 1900 1900 1900 1900 1900 1900 1900 1.00 1.00 0.95 0.91 1.00 1.00 0.91 0.75 0.00 0.00 1.00 3.00 0.00 0.00 3.00 2.00 o 0 1805 5187 0 0 5187 2842 ------11---------------11---------------1 Vol/Sat: 0.13 0.00 0.45 0.00 0.00 0.00 0.06 0.25 0.00 0.00 0.15 0.17 Crit Moves: **** Green Time: 97.1 0.0 97.1 Volume/Cap: 0.20 0.00 0.70 Delay/Veh: 10.7 0.0 18.1 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 10.7 0.0 18.1 DesignQueue: 7 0 41 0.0 0.0 0.00 0.00 0.0 0.0 1.00 1.00 0.0 0.0 o 0 0.0 0.00 0.0 1. 00 0.0 o **** 13.3 52.9 0.66 0.70 75.8 42.9 1.00 1.00 75.8 42.9 8 73 0.0 0.00 0.0 1. 00 0.0 o **** 0.0 39.6 0.00 0.58 0.0 48.6 1.00 1.00 0.0 48.6 o 51 39.6 0.66 51.3 1. 00 51.3 31 ******************************************************************************** Traffix 7.5.0715 (c), 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine --- - - -- --06/09/2004 16:21 Filename: EXPAM.OUT Page 11 Existing Plus Project AM Wed Jun 9, 2004 16:21:54 Page 11-1 Carlsbad Office Campus Existing + Project, AM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #107 Poinsettia Ln./Avd. Encinas [e/w: Poinsettia, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 o (Y+R 36 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.238 24.3 C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------\---------------\ \---------------\ \---------------\ \---------------\ Control: Prot+Permit Prot+Permit Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 101 1 a 101 102 1 a 2 a 2 a 1 ------------\---------------\ \---------------\ \---------------\ \---------------\ Volume Module: Base Vol: 40 46 240 112 67 30 24 131 43 346 464 205 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: 40 46 240 112 67 30 24 131 43 346 464 205 Added Vol: a 10 a 3 1 1 6 0 a a a 26 PasserByVol: a a a a a a a a a a a a Initial Fut: 40 56 240 115 68 31 30 131 43 346 464 231 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: 40 56 240 115 68 31 30 131 43 346 464 231 Reduct Vol: a a a a 0 a 0 0 a a 0 0 Reduced Vol: 40 56 240 115 68 31 30 131 43 346 464 231 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.: 40 56 240 115 68 31 30 131 43 346 464 231 ------------\---------------\ \---------------~ \---------------\ \---------------\ Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.78 1.00 0.85 0.77 1.00 0.85 0.95 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1476 1900 1615 1464 1900 1615 1805 \---------------\\---------------\\---- Capacity Analysis Module: 1900 0.88 2.26 3761 1900 1900 0.88 0.92 0.74 2.00 1234 3502 \\ 1900 0.95 2.00 3610 1900 0.85 1. 00 1615 -\ Vol/Sat: 0.03 0.03 0.15 0.08 0.04 0.02 0.02 0.03 0.03 0.10 0.13 0.14 Crit Moves: **** **** Green Time: 55.6 38.9 38.9 Volume/Cap: 0.05 0.08 0.38 Delay/Veh: 10.2 19.3 22.3 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 10.2 19.3 22.3 DesignQueue: 2 2 8 49.4 32.7 0.16 0.11 13.8 23.6 1.00 1.00 13.8 23.6 5 3 32.7 0.06 23.1 1. 00 23.1 1 **** 7.0 10.0 0.24 0.35 44.9 42.4 1.00 1.00 44.9 42.4 2 7 10.0 0.35 42.4 1. 00 42.4 2 34.4 0.29 24.0 1. 00 24.0 13 37.4 0.34 22.6 1. 00 22.6 17 **** 37.4 0.38 23.2 1. 00 23.2 8 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - -- - --- -- - 06/09/2004 16:21 Filename: EXPAM.OUT Page 12 Existing Plus Project AM Wed Jun 9, 2004 16:21:54 Carlsbad Office Campus Existing + Project, AM Peak Office Alternative Page 12-1 Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #108 poinsettia Ln./I-5 SBR [e/w: Poinsettia, n/s: SBR] ******************************************************************************** Cycle (sec): 120 Loss Time (sec): Optimal Cycle: o (Y+R 41 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.439 27.3 C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------\---------------\ \---------------\ \---------------\ \---------------\ Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: a a 0 10 10 10 0 10 10 7 10 o Lanes: a 0 a 0 0 2 0 0 0 1 0 0 2 a 1 2 a 2 0 a ------------\---------------\ \---------------\ \---------------\ \---------------\ Volume Module: Base Vol: 0 Growth Adj: 1.00 Initial Bse: 0 Added Vol: 0 PasserByVol: 0 Initial Fut: a User Adj: 1.00 PHF Adj: 1.00 PHF Volume: 0 Reduct Vol: a Reduced Vol: 0 PCE Adj: 1 . 0 a MLF Adj: 1.00 Final Vol.: a ------------\---- o 1.00 o o o o 1.00 1. 00 a o a 1.00 1.00 o Saturation Flow Module: o 206 0 387 a 371 120 336 650 a 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o 206 0 387 0 371 120 336 650 0 o a 0 a a 2 1 a 26 0 000 0 0 a a a a 0 a 206 0 387 0 373 121 336 676 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 1.00 1.00 1.00 o 206 a 387 0 373 121 336 676 a 000 0 0 0 a a a a o 206 a 387 a 373 121 336 676 a 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 o 206 0 387 0 373 121 336 676 0 --I \---------------\ \---------------\ \---------------\ 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 0.95 0.B5 0.92 0.95 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3502 a 1615 a 3610 1615 3502 3610 a ------------\---------------\\---------------\\---------------\1---------------\ Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.06 0.00 0.24 0.00 0.10 0.07 0.10 0.19 0.00 Crit Moves: Green Time: 0.0 0.0 Volume/Cap: 0.00 0.00 Delay/Veh: 0.0 0.0 User DelAdj: 1.00 AdjDel/Veh: 0.0 o 1.00 0.0 o DesignQueue: 0.0 0.00 0.0 1.00 0.0 o 65.5 0.11 13 .2 1.00 13.2 6 0.0 0.00 0.0 1. 00 0.0 o **** 65.5 0.44 16.6 1. 00 16.6 12 0.0 0.00 0.0 1. 00 0.0 a **** 28.2 0.44 39.5 1.00 39.5 20 28.2 0.32 38.4 1.00 38.4 6 **** 26.2 54.5 0.44 0.41 40.9 22.2 1.00 1.00 40.9 22.2 18 26 0.0 0.00 0.0 1.00 0.0 o ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine ---- -----06/09/2004 16:21 Filename: EXPAM.OUT Page 13 Existing Plus Project AM Wed Jun 9, 2004 16:21:54 Carlsbad Office Campus Existing + Project, AM Peak Office Alternative Level Of Service Computation Report Page 13-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #109 Poinsettia Ln./I-5 NBR [e/w: Poinsettia, n/s: NBRl ******************************************************************************** Cycle (sec): Loss Time (sec): 120 o (Y+R 40 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): 0.432 23.4 C Optimal Cycle: Level Of Service: ******************************************************************************** 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 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 0 0 0 7 10 0 0 10 10 Lanes: 1 0 0 0 2 0 0 0 0 0 102 0 0 0 0 301 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 177 0 557 0 0 0 112 466 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 177 0 557 0 0 0 112 466 Added Vol: 10 0 0 0 0 0 0 2 PasserByVol: 0 0 0 0 0 0 0 0 Initial Fut: 187 0 557 0 0 0 112 468 User Adj: 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 PHF Volume: 187 0 557 0 0 0 112 468 Reduct Vol: 0 0 0 0 0 0 0 0 Reduced Vol: 187 0 557 0 0 0 112 468 PCE Adj: 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 Final Vol.: 187 0 557 0 0 0 112 468 ------------1---------------11---------------11----- Saturation Flow Module: o 1.00 o o o o o 1.00 o o o o 806 1. 00 806 16 o 822 281 1.00 281 o o 281 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o 0 822 281 000 0 o 0 822 281 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o 0 822 281 11---------------1 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.75 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.91 0.85 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 3.00 1.00 Final Sat.: 1805 0 2842 0 0 0 1805 3610 0 0 5187 1615 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.10 0.00 0.20 0.00 0.00 0.00 0.06 0.13 0.00 0.00 0.16 0.17 Crit Moves: **** Green Time: 54.4 0.0 54.4 Volume/Cap: 0.23 0.00 0.43 Delay/veh: 20.1 0.0 22.5 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 20.1 0.0 22.5 DesignQueue: 7 0 21 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 17.2 65.6 0.43 0.24 48.1 14.2 1.00 1.00 48.1 14.2 6 15 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 48.3 0.39 25.6 1. 00 25.6 34 **** 48.3 0.43 26.4 1.00 26.4 12 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - - ---- - -- - 06/09/2004 16:21 Filename: EXPAM.OUT Page 14 - -- ------11/14/20j)3 14:07 ____ filename: E:X:I'PM.OUT Page Existing Plus Project PM Fri Nov 14, 2003 14:07:35 Scenario: Command: Volume: Geometry: Impact Fee: Trip Generation: Trip Distribution: Paths: Routes: Configuration: Carlsbad Office Campus Existing + Project, PM Peak Office Alternative Scenario Report Existing Plus Project PM Existing Plus project PM Existing PM Default Geometry Default Impact Fee Existing With Project PM Project Default Paths Default Routes Existing Plus Project PM Page 1-1 Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine 1 - -- - -- - -- - 11L14/2 0 0_3 _J,4 :07 ___ Fil~Ilame: _~XPl?M. OUT Page 2 Existing Plus Project PM Fri Nov 14, 2003 14:07:35 Zone Carlsbad Office Campus Existing + Project, PM Peak Office Alternative Trip Generation Report Forecast for PM Peak # Subzone Amount Units Rate In Rate Out 1 Flower Whole 1.00 Flower Wholesa -60.00 -246.00 Zone 1 Subtotal ............................ . 2 Office 6.00 Corporate Offi 1.12 10.08 2 Office 220.00 General Office 0.52 2.08 Zone 2 Subtotal ............................ . TOTAL ................................................. . Page 2-1 Trips Trips Total % Of In Out Trips Total -60 -246 -306 -91. -60 -246 -306 -91.9 7 60 67 20.1 114 458 572 171.8 121 518 639 191.9 61 272 333 100.0 Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - - - -'--- - - 11/14/2003 14: O_{ FileIlamE:t: EXPPM.Q!IT ~e Existing Plus Project PM Fri Nov 14, 2003 14:07:35 Zone 1 2 1 9.0 9.0 2 3 Carlsbad Office Campus Existing + Project, PM Peak Office Alternative Trip Distribution Report Percent Of Trips project To Gates 4 5 6 7 8 8.0 18.0 8.0 18.0 8.0 37.0 8.0 37.0 2.0 2.0 3.0 10.0 3.0 10.0 9 5.0 5.0 Page 3-1 Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine 3 - - - - - - - - --11/14/2003 14:07 filename: BXPPM.OUT Page Existing Plus Project PM Fri Nov 14, 2003 14:07:36 Carlsbad Office Campus Existing + Project, PM Peak Office Alternative page 4-1 -------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Dell vi Dell vi in LOS Veh C LOS Veh C #101 Cannon Rd.IAvd. Encinas C 23.8 0.385 C 23.8 0.432 -0.022 D/V #102 Cannon Rd./I-5 SBR C 23.7 0.356 C 23.7 0.373 -0.004 D/V #103 Cannon Rd./I-5 NBR B 13.8 0.471 B 13.8 0.476 + 0.031 D/V #104 Palomar Airport Rd./Avd. Encin C 33.4 0.674 D 35.3 0.719 + 1. 888 D/V #105 Palomar Airport Rd./I-5 SBR C 20.5 0.388 B 19.8 0.413 -0.621 D/V #106 Palomar Airport Rd./I-5 NBR C 28.7 0.750 C 28.7 0.754 -0.061 D/V #107 Poinsettia Ln./Avd. Encinas C 28.0 0.320 C 28.1 0.333 + 0.121 D/V #108 Poinsettia Ln./I-5 SBR C 24.4 0.488 C 24.4 0.492 -0.035 D/V #109 Poinsettia Ln./I-5 NBR C 21.7 0.459 C 21.7 0.459 -0.024 D/V Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine 4 --- - - - -- - 11/14/2003 14:07 Filename: EXP_PI·l.OUT Page Existing Plus Project PM Fri Nov 14, 2003 14:07:36 Carlsbad Office Campus Existing + Project, PM Peak Office Alternative Page 5-1 Level Of Service computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #101 Cannon Rd./Avd. Encinas [e/w: Cannon, n/s: Encinas] ******************************************************************************** Cycle (sec): 100 Loss Time (sec): Optimal Cycle: o (Y+R 40 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.432 23.8 C ******************************************************************************** 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---------------1 1---------------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 o Lanes: 1 011 0 2 0 101 101 1 0 2 0 1 1 ------------1-Volume Module: Base Vol: 120 1 Growth Adj: 1.00 1.00 Initial Bse: 120 1 Added Vol: 24 0 PasserByVol: 0 0 Initial Fut: 144 1 User Adj: 1.00 1.00 PHF Adj: 1.00 1.00 PHF Volume: 144 1 Reduct Vol: 0 0 Reduced Vol: 144 1 PCE Adj: 1.00 1.00 MLF Adj: 1.00 1.00 Final Vol.: 144 1 ------------1 Saturation Flow Module: ----11---------------11---------------11------I 392 1 a a a 136 29 289 416 a 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 392 1 a 0 a 136 29 289 416 0 63 a a 0 a a 5 14 a 0 000 a a a a 000 455 1 0 a a 136 34 303 416 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 1.00 1.00 1.00 455 1 0 a 0 136 34 303 416 0 a a a 000 0 a a 0 455 1 0 0 0 136 34 303 416 a 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 1.00 455 1 0 a a 136 34 303 416 a ----11---------------11---------------11---------------I Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.81 0.81 0.92 1.00 1.00 1.00 0.92 0.92 0.92 0.95 0.95 Lanes: 1.00 1.00 1.00 2.00 1.00 1.00 1.00 1.60 0.40 2.00 2.00 0.00 Final Sat.: 1805 1534 1534 3502 1900 1900 1900 2801 700 3502 3610 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.08 0.00 0.30 0.00 0.00 0.00 0.00 0.05 0.05 0.09 0.12 0.00 Crit Moves: **** **** Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 70.9 0.11 4.6 1.00 4.6 2 63.9 0.00 6.5 1.00 6.5 o 63.9 0.46 9.6 1.00 9.6 10 7.0 0.00 43.3 1. 00 43.3 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1. 00 0.0 a **** 0.0 10.5 0.00 0.46 0.0 43.1 1.00 1.00 0.0 43.1 a 7 10.5 0.46 43.1 1. 00 43.1 2 **** 18.6 29.1 0.46 0.40 36.8 28.7 1.00 1.00 36.8 28.7 14 17 0.0 0.00 0.0 1.00 0.0 a 5 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - ------ ---11/14/2003 14 :_03 Filename: EXPPM. OUT Paqe Existing Plus Project PM Fri Nov 14, 2003 14:07:36 Carlsbad Office Campus Existing + Project, PM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Page 6-1 6 ******************************************************************************** Intersection #102 Cannon Rd./I-5 SBR [e/w: Cannon, n/s: SBR] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 a (Y+R 36 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.373 23.7 C ******************************************************************************** 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---------------1 1---------------1 I------I Control: Protected Protected Protected Rights: Include Include Include Min. Green: 0 a a 10 10 10 0 10 10 Protected Include 7 10 0 Lanes: a a 0 a a 2 a 0 a 1 a a 2 0 1 2 o 2 a 0 ------------1---------------11---------------11---------------11 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.: I o 1. 00 a o o a 1.00 1.00 o o o 1.00 1.00 o a 1.00 o o o a 1. 00 1. 00 o a a 1.00 1.00 a Saturation Flow Module: Sat/Lane: 1900 1900 Adjustment: 1.00 1.00 Lanes: 0.00 0.00 Final Sat.: 0 0 a 1. 00 a o o a 1. 00 1. 00 a a a 1.00 1. 00 o --II 357 1. 00 357 o a 357 1. 00 1. 00 357 o 357 1.00 1. 00 357 o 147 1.00 1.00 o 147 a 3 a 0 a 150 1.00 1.00 1.00 1.00 a 150 a a a 150 1.00 1.00 1.00 1.00 o 150 -------11 1900 1900 1900 1900 1.00 0.92 1.00 0.85 0.00 2.00 0.00 1.00 a 3502 0 1615 o 446 1.00 1.00 o 446 o 63 a a a 509 1.00 1.00 1.00 1.00 a 509 a a a 509 1.00 1.00 1.00 1.00 a 509 1900 1.00 0.00 o 1900 0.95 2.00 3610 83 1. 00 83 a a 83 1.00 1. 00 83 o 83 1.00 1.00 83 ---II 456 1. 00 456 a o 456 1. 00 1. 00 456 o 456 1.00 1. 00 456 558 1.00 558 11 o 569 1.00 1.00 569 o 569 1.00 1.00 569 o 1. 00 a a o a 1. 00 1.00 a a a 1. 00 1.00 a 1900 1900 1900 1900 0.85 0.92 0.95 1.00 1.00 2.00 2.00 0.00 1615 3502 3610 0 I ------------1----------11---------------11-----11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 0.0 0.00 0.0 1. 00 0.0 a 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o 0.10 0.00 **** 32.8 0.37 35.5 1.00 35.5 18 0.0 0.00 0.0 1. 00 0.0 o 0.09 32.8 0.34 35.4 1.00 35.4 7 0.00 0.14 **** 0.0 45.3 0.00 0.37 O. a 1. 00 0.0 a 27.2 1.00 27.2 22 0.05 0.13 0.16 0.00 45.3 0.14 24.6 1.00 24.6 3 **** 41.9 87.2 0.37 0.22 29.4 5.4 1.00 1.00 29.4 5.4 20 11 0.0 0.00 0.0 1. 00 0.0 o ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - --- -- - --11/14/2003 14:07 Filename: EXPPM.OUT Page Existing Plus Project PM Fri Nov 14, 2003 14:07:36 Page 7-1 Carlsbad Office Campus Existing + Project, PM Peak Office Alternative Level Of Service Computation Report 2000 HCM operations Method (Future Volume Alternative) ******************************************************************************** Intersection #103 Cannon Rd./I-5 NBR [e/w: Cannon, n/s: NBR] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 o (Y+R 44 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.476 13.8 B ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 0 0 0 7 10 0 0 10 10 Lanes: 1 0 0 0 2 0 0 0 0 0 2 0 2 0 0 0 0 1 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 79 0 Growth Adj: 1.00 1.00 Initial Bse: 79 0 Added Vol: 0 0 PasserByVol: 0 0 Initial Fut: 79 0 User Adj: 1.00 1.00 PHF Adj: 1.00 1.00 PHF Volume: 79 0 Reduct Vol: 0 0 Reduced Vol: 79 0 PCE Adj: 1.00 1.00 MLF Adj: 1.00 1.00 Final vol.: 79 0 ------------1-------Saturation Flow Module: 137 0 0 0 301 522 0 0 885 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 137 0 0 0 301 522 0 0 885 o 0 0 0 14 49 0 0 11 000000000 137 0 0 0 315 571 0 0 896 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 1.00 137 0 0 0 315 571 0 0 896 000000000 137 0 0 0 315 571 0 0 896 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 1.00 137 0 0 0 315 571 0 0 896 11---------------11---------------11--- 806 1. 00 806 o o 806 1. 00 1. 00 806 o 806 1.00 1.00 806 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.75 1.00 1.00 1.00 0.92 0.95 1.00 1.00 0.88 0.88 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 2.00 2.00 0.00 0.00 1.58 1.42 Final Sat.: 1805 0 2842 0 0 0 3502 3610 0 0 2648 2382 1 1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.00 0.05 0.00 0.00 0.00 0.09 0.16 0.00 0.00 0.34 0.34 Crit Moves: **** Green Time: 12.1 0.0 12.1 Volume/Cap: 0.43 0.00 0.48 Delay/Veh: 52.3 0.0 52.2 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 52.3 0.0 52.2 DesignQueue: 5 0 8 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o **** 22.7 0.48 43.9 1.00 43.9 17 108 0.18 0.8 1. 00 0.8 4 0.0 0.00 0.0 1.00 0.0 o **** 0.0 85.2 0.00 0.48 0.0 1.00 0.0 o 7.7 1.00 7.7 19 85.2 0.48 7.7 1.00 7.7 17 7 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine _, .j ~ ... ~.. ,~ , !. r I _ - --- --- --- I I 1 1 I 1 I 1 1 1 1 1 1 I 1 1 I 1 1 1 1 I 1 1 I I I 1 I I I 11L1<iL2003~4_:9T F:i),Emame:J;:XPPM.OUT Page Existing Plus Project PM Fri Nov 14, 2003 14:07:36 Carlsbad Office Campus Existing + Project, PM Peak Office Alternative Page 8-1 Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #104 Palomar Airport Rd./Avd. Encinas [e/w: PAR, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): 100 o (Y+R 81 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): 0.719 35.3 D Optimal Cycle: Level Of Service: ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 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 0 1 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 67 117 Growth Adj: 1.00 1.00 Initial Bse: Added Vol: PasserByVol: Initial Fut: User Adj: PHF Adj: PHF Volume: Reduct Vol: Reduced Vol: PCE Adj: MLF Adj: Final Vol.: 1 67 o o 67 1.00 1.00 67 o 67 117 8 o 125 1. 00 1. 00 125 o 125 1.00 1.00 1.00 1.00 67 125 Saturation Flow Module: 365 342 64 69 1.00 1.00 1.00 1.00 365 342 64 69 o 128 35 22 000 0 365 470 99 91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 365 470 99 91 000 0 365 470 99 91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 365 470 99 91 11---------------11 144 382 32 210 373 234 1.00 1.00 1.00 1.00 1.00 1.00 144 382 32 210 373 234 5 0 0 0 0 29 o 0 0 0 0 0 149 382 32 210 373 263 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 149 382 32 210 373 263 o 0 0 0 0 0 149 382 32 210 373 263 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 149 382 32 210 373 263 -------11---------------1 Sat/Lane: 1900 1900 Adjustment: 0.95 1.00 Lanes: 1.00 1.00 Final Sat.: 1805 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 0.85 0.96 0.96 0.85 0.95 0.99 0.99 0.95 1.00 0.85 1.00 1.65 0.35 1.00 1.00 0.92 0.08 1.00 1.00 1.00 1615 3013 635 1615 1805 1732 145 1805 1900 1615 ------------1---------- Capacity Analysis Module: Vol/Sat: 0.04 0.07 0.23 Crit Moves: **** Green Time: 31.4 31.4 31.4 Volume/Cap: 0.12 0.21 0.72 Delay/Veh: 24.5 25.3 35.3 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 24.5 25.3 35.3 DesignQueue: 3 5 15 11---------------11---------------11---------------1 0.16 0.16 21.7 0.72 39.5 1. 00 39.5 21 **** 21.7 0.72 39.5 1.00 39.5 4 0.06 21.7 0.26 32.9 1. 00 32.9 4 0.08 0.22 13 .9 0.60 44.3 1. 00 44.3 7 **** 30.7 0.72 35.2 1. 00 35.2 16 0.22 30.7 0.72 35.2 1. 00 35.2 1 0.12 0.20 **** 16.2 0.72 48.1 1. 00 48.1 10 33.0 0.60 29.5 1. 00 29.5 15 0.16 33.0 0.49 27.5 1.00 27.5 10 8 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - ---- -- --11/14/20_03 14: 07_ Filename: _EJg;'R!'I~OUT:pJ!Se Existing Plus Project PM Fri Nov 14, 2003 14:07:36 Carlsbad Office Campus Existing + Project, PM Peak Office Alternative Level Of Service Computation Report Page 9-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #105 Palomar Airport Rd./I-5 SBR [e/w: PAR, n/s: SBRJ ******************************************************************************** Cycle (sec): Loss Time (sec): 150 o (Y+R 39 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): 0.413 19.8 B Optimal Cycle: Level Of Service: ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: protected Protected Protected Protected Rights: Include Include Include Include Min. Green: o 0 0 10 10 10 0 10 10 0 10 o Lanes: 00000 2 0 001 0 0 2 1 0 002 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: Growth Adj: Initial Bse: Added Vol: PasserByVol: Initial Fut: User Adj: PHF Adj: PHF Volume: Reduct Vol: o 1. 00 o o o o 1. 00 1. 00 o o o 1. 00 o o o o 1.00 1.00 o o o 1. 00 a a a a 1. 00 1. 00 a o 552 1. 00 552 o a 552 1. 00 1. 00 552 o o 1.00 o a a o 1. 00 1.00 a a Reduced Vol: 0 0 0 552 0 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.: 0 0 0 552 0 223 1.00 223 2 o 225 1. 00 1. 00 225 a 225 1.00 1.00 225 a 895 1.00 1.00 a 895 a 109 a a a 1004 1.00 1.00 1.00 1.00 a 1004 a a a 1004 1.00 1.00 1.00 1.00 a 1004 ------------1---------------11-------11- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.92 1.00 0.85 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 0 0 3502 0 1615 ------------1---------------11---------------11 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.16 0.00 0.14 Crit Moves: Green Time: 0.0 0.0 Volume/Cap: 0.00 0.00 Delay/veh: User DelAdj: AdjDel/Veh: DesignQueue: 0.0 0.0 1.00 1.00 0.0 0.0 o 0 0.0 0.00 0.0 1.00 0.0 o **** 57.3 0.41 34.2 1. 00 34.2 30 0.0 0.00 0.0 1. 00 0.0 o 57.3 0.36 33.7 1.00 33.7 12 1900 1.00 0.00 o 1900 0.88 2.35 3935 0.00 0.26 0.0 0.00 0.0 1.00 0.0 o **** 92.7 0.41 14.8 1.00 14.8 34 258 1. 00 258 19 a 277 1.00 1. 00 277 a 277 1.00 1.00 277 II a 796 1.00 1.00 a 796 o 27 o a a 823 1. 00 1.00 o a o 1.00 1.00 823 a 823 a 1. 00 a o o a 1. 00 1.00 a a a 1.00 1.00 1.00 1.00 1.00 1.00 o 823 0 -------1 1900 1900 1900 1900 0.88 1.00 0.95 1.00 0.65 0.00 2.00 0.00 1086 0 3610 0 -----11---------------1 0.26 0.00 0.23 0.00 92.7 0.41 14.8 1.00 14.8 9 **** 0.0 0.00 0.0 1.00 0.0 a 92.7 0.37 14.3 1.00 14.3 28 0.0 0.00 0.0 1.00 0.0 o 9 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - -- ----- --11/14/2003 14:07 Filename: EXPPM.OUT Page 10 Existing Plus Project PM Fri Nov 14, 2003 14:07:36 Page 10-1 Carlsbad Office Campus Existing + Project, PM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #106 Palomar Airport Rd./I-5 NBR [e/w: PAR, n/s: NBRJ ******************************************************************************** Cycle (sec): 150 Loss Time (sec): o (Y+R 93 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): 0.754 28.7 C Optimal Cycle: Level Of Service: ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Ovl Include Include Include Min. Green: 10 0 10 0 0 0 7 10 10 10 10 Lanes: 1 0 0 0 2 0 0 0 0 0 1 0 3 a 0 0 0 3 0 2 ------------1---------------1 1---------------1 1---------------1 1---------------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.: 92 0 548 0 0 0 312 1140 a a 1659 1092 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 92 0 548 0 0 a 312 1140 0 a 1659 1092 4 0 0 0 0 0 8 101 a a 23 0 a 0 0 0 0 000 0 a a a 96 0 548 a 0 0 320 1241 0 a 1682 1092 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 96 a 548 a 0 0 320 1241 0 0 1682 1092 o 0 0 0 0 0 0 a 000 a 96 0 548 a 0 0 320 1241 0 a 1682 1092 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 96 0 548 0 0 0 320 1241 0 0 1682 1092 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 Adjustment: 0.95 1.00 Lanes: 1.00 0.00 Final Sat.: 1805 0 ------------1------ 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 0.75 1.00 1.00 1.00 0.95 0.91 1.00 1.00 0.91 0.75 2.00 0.00 0.00 0.00 1.00 3.00 0.00 0.00 3.00 2.00 2842 0 0 0 1805 5187 0 0 5187 2842 11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.05 0.00 0.19 0.00 0.00 0.00 0.18 0.24 0.00 0.00 0.32 0.38 Crit Moves: **** Green Time: 38.3 0.0 38.3 Volume/Cap: 0.21 0.00 0.75 Delay/Veh: 44.1 0.0 56.0 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 44.1 0.0 56.0 DesignQueue: 6 a 35 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 35.3 112 0.75 0.32 60.9 1. 00 60.9 21 6.5 1. 00 6.5 28 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 76.4 0.64 27.2 1.00 27.2 75 **** 76.4 0.75 31.6 1.00 31. 6 48 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine --- - - -- --11/14/2003 14:07 Filename: EXPPM.OUT Page 11 Existing Plus Project PM Fri Nov 14, 2003 14:07:36 Page 11-1 Carlsbad Office Campus Existing + Project, PM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #107 poinsettia Ln./Avd. Encinas [e/w: Poinsettia, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): 100 o (Y+R 54 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): 0.333 28.1 C Optimal Cycle: Level Of Service: ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Prot+permit Prot+Permit 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---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 79 74 459 205 Growth Adj: 1.00 1.00 1.00 1.00 Initial Bse: 79 74 459 205 Added Vol: 0 2 0 22 PasserByVol: 0 0 0 0 Initial Fut: 79 76 459 227 User Adj: 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 PHF Volume: 79 76 459 227 Reduct Vol: 0 0 0 0 Reduced Vol: 79 76 459 227 PCE Adj: 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 Final Vol.: 79 76 459 227 ------------1---------------1 I--Saturation Flow Module: 99 1. 00 99 8 o 107 1. 00 1. 00 107 o 107 1. 00 1. 00 107 42 38 219 73 382 276 137 1.00 1.00 1.00 1.00 1.00 1.00 1.00 42 38 219 73 382 276 137 510 0 005 000 0 000 47 39 219 73 382 276 142 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 47 39 219 73 382 276 142 000 0 000 47 39 219 73 382 276 142 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 47 39 219 73 382 276 142 ----11---------------11---------------1 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.76 1.00 0.85 0.77 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.: 1441 1900 1615 1454 1900 1615 1805 3746 1249 3502 3610 1615 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.05 0.04 0.28 0.16 0.06 0.03 0.02 0.06 0.06 0.11 0.08 0.09 Crit Moves: **** **** Green Time: 71.0 49.2 49.2 Volume/Cap: 0.08 0.08 0.58 Delay/veh: 4.5 13.5 19.1 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 4.5 13.5 19.1 DesignQueue: 3 2 14 63.5 0.25 7.8 1. 00 41.8 o .l3 18.1 1. 00 7.8 18.1 10 4 41.8 0.07 17.5 1.00 17.5 2 **** 11.9 10.1 0.18 0.58 40.0 1. 00 40.0 2 44.6 1. 00 44.6 11 10.1 0.58 44.6 1.00 44.6 4 **** 18.9 0.58 38.2 1. 00 38.2 18 17.1 0.45 37.8 1.00 37.8 13 17.1 0.52 39.4 1. 00 39.4 7 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine -- - - -- - ---11/14/2003 14:07 Filename: EXPPM.OUT Page 12 Existing Plus Project PM Fri Nov 14, 2003 14:07:36 Carlsbad Office Campus Existing + Project, PM Peak Office Alternative Page 12-1 Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #108 Poinsettia Ln./I-5 SBR [e/w: Poinsettia, n/s: SBR] ******************************************************************************** Cycle (sec): Loss Time (sec): 120 o (Y+R 45 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): 0.492 24.4 C Optimal Cycle: Level Of Service: ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 10 10 10 0 10 10 7 10 o Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 2 0 2 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------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.: o 1. 00 o o o o 1.00 1.00 o o o o 1. 00 o o o o 1. 00 1.00 o o o 1.00 1.00 1.00 1.00 o 0 ------------1-Saturation Flow Module: o 1. 00 o o o o 1. 00 1.00 o o o 322 1.00 322 o o 322 1.00 1.00 322 o 322 1.00 1.00 1.00 1.00 o 322 11----- o 1.00 o o o o 1.00 1. 00 o o o 1. 00 1. 00 o 178 1. 00 178 o o 178 1.00 1. 00 178 o 178 1. 00 1. 00 178 II o 719 186 626 615 0 1.00 1.00 1.00 1.00 1.00 1.00 o 719 186 626 615 0 o 14 8 0 5 0 o 0 0 000 o 733 194 626 620 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 o 733 194 626 620 0 o 0 0 000 o 733 194 626 620 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 o 733 194 626 620 0 -------11---------------1 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 0.95 0.85 0.92 0.95 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3502 0 1615 0 3610 1615 3502 3610 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.09 0.00 0.11 0.00 0.20 0.12 0.18 0.17 0.00 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 0.0 0.0 0.00 0.00 0.0 0.0 1.00 1.00 0.0 0.0 o 0 0.0 0.00 0.0 1. 00 0.0 o 26.9 0.0 0.41 0.00 40.1 1.00 40.1 17 0.0 1. 00 0.0 o **** 26.9 0.49 41. 7 1. 00 41.7 9 **** 0.0 49.5 0.00 0.49 0.0 26.2 1.00 1.00 0.0 26.2 o 30 49.5 0.29 23.8 1. 00 23.8 8 **** 43.6 93.1 0.49 0.22 29.9 3.7 1.00 1.00 29.9 3.7 28 10 0.0 0.00 0.0 1. 00 0.0 o ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - - - ------11/14/2003 14:07 Filename: EXPPM.OUT Page 13 Existing Plus Project PM Fri Nov 14, 2003 14:07:36 Page 13-1 Carlsbad Office Campus Existing + project, PM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #109 Poinsettia Ln./I-5 NBR [e/w: Poinsettia, n/s: NBRJ ******************************************************************************** Cycle (sec): 120 Critical Vol. /Cap. (X): 0.459 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 21.7 Optimal Cycle: 42 Level Of Service: C ******************************************************************************** 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: 10 10 10 0 0 0 7 10 0 0 10 10 Lanes: 1 0 002 000 0 0 102 0 0 003 0 1 --1---------------11---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 172 0 546 Growth Adj: 1.00 1.00 1.00 Initial Bse: 172 0 Added Vol: 2 0 PasserByVol: 0 0 546 o o Initial Fut: 174 0 546 User Adj: 1. 00 1. 00 1. 00 PHF Adj: 1.00 1.00 PHF Volume: 174 0 Reduct vol: 0 0 Reduced Vol: 174 0 PCE Adj: 1. 00 1. 00 MLF Adj: 1. 00 1. 00 Final Vol.: 174 0 1------ Saturation Flow Module: 1. 00 546 o 546 1.00 1.00 546 II o 0 1.00 1.00 o 0 o 0 o 0 o 0 1.00 1.00 1.00 1.00 o 0 o 0 o 0 1.00 1.00 1.00 1.00 o 0 Sat/Lane: 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.75 1.00 1.00 Lanes: 1.00 0.00 Final Sat.: 1805 0 ------------1------ 2.00 0.00 0.00 2842 0 0 11----- Capacity Analysis Module: o 112 923 0 0 1061 1. 00 1.00 1.00 1.00 1.00 1.00 o 112 923 0 o 0 14 0 000 0 o 112 937 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o 112 937 0 000 0 o 112 937 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o 112 937 0 o 1061 3 o o o o 1064 1.00 1.00 o o 1. 00 1. 00 1064 o o 1064 1. 00 1. 00 1064 1.00 1.00 o ----11---------------11-- 202 1. 00 202 o o 202 1.00 1. 00 202 o 202 1. 00 1. 00 202 ---I 1900 1900 1900 1.00 0.95 0.95 0.00 1.00 2.00 1900 1900 1900 1900 1.00 1.00 0.91 0.85 0.00 0.00 3.00 1.00 o 1805 3610 o 0 5187 1615 -11------11---------------1 Vol/Sat: 0.10 0.00 0.19 0.00 0.00 0.00 0.06 0.26 0.00 0.00 0.21 0.13 Crit Moves: **** Green Time: 50.2 0.0 50.2 Volume/Cap: 0.23 0.00 0.46 Delay/Veh: 22.6 0.0 25.4 User DelAdj: 1.00 1.00 1.00 AdjDel/veh: 22.6 0.0 25.4 DesignQueue: 7 0 22 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 16.2 0.46 49.2 1.00 49.2 7 69.8 0.45 14.3 1. 00 14.3 28 0.0 0.00 0.0 1.00 0.0 o **** 0.0 53.6 0.00 0.46 0.0 23.3 1.00 1.00 0.0 23.3 o 41 53.6 0.28 21.2 1.00 21.2 8 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - --- --- ---11/14/2003 14:07 Filename: EXPPM.OUT Page 14 - -------- - - -- - - - - - - RBF Consulting Intersection Capacity Utilization (leU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: Avd. Encinas (N/S) Cannon Rd. (FJW) INTERSECTION: Avd. Encinas (N/S) Cannon Rd. (EIW) SCENARIO: Existing Plus Project -Office Alt SCENARIO: Existing Plus Project -Office Alt COUNT DATE: _____ o.::.;7~/l:.:5~/0:.::..3 PEAK HR:.;..AM"""'-"-_______ _ COUNT DATE: _ ___ --'0'--7/_1_5/_03_ PEAK HR: ..;..P_M _______ _ ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 1 1800 53 0.Q3 NB Left 1 1800 144 0.08 NB Thru 2 4000 0 0.04 * NBThru 2 4000 1 0.11 * NBRight 0 0 177 0.00 NB Right 0 0 455 0.00 SB Left 2 3600 2 0.00 * SB Left 2 3600 1 0.00 * SB Thru 1 2000 0 0.00 SBThru 1 2000 0 0.00 SB Right 1 1800 0 0.00 SB Right 1 1800 0 0.00 EB Left 1 1800 0 0.00 EB Left 1 1800 0 0.00 EB Thru 2 4000 243 0.11 * EBThru 2 4000 136 0.04 * EB Right 0 0 198 0 EB Right 0 0 34 0 WBLeft 2 3600 417 0.12 * WBLeft 2 3600 303 0.08 * WBThru 2 4000 135 0.03 WBThru 2 4000 416 0.10 WB Right 0 0 0 0.00 WBRight 0 0 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.04 NORTH/SOUTH CRITICAL SUMS 0.11 EASTIWEST CRITICAL SUMS 0.23 EASTIWEST CRITICAL SUMS 0.12 SUM OF CRITICAL VIC RATIO 0.27 SUM OF CRITICAL VIC RATIO 0.23 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.37 INTERSECTION CAPACITY UTILIZATION (lCU) 0.33 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61 -<= C .71-<= C .71-<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91 -<= E .91-<= F >1.0 F >1.0 Project #: 55-100144.001 1111712003 ---- -- - - ----- -- --- - RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: 1-5 SBR (N/S) Cannon Rd. (EIW) INTERSECTION: 1-5 SBR (N/S) Cannon Rd. (EIW) SCENARIO: Existing Plus Project -Office Alt SCENARIO: Existing Plus Project -Office Alt COUNT DATE: 07/15/03 PEAK HR: .:..AM=:.::...--::--:-__ ----:--:- ANALYST: NEM AGENCY: Carlsbad COUNT DATE: ANALYST: ____ ...:0::.,:.7.:..,:/1.::.;5/...:::0:::,.3 PEAK HR:.:.P.:..:;M:....-______ _ NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK ! LANES (I) HOUR VOLUME VIC MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK l LANES (1) HOUR VOLUME VIC NB Left 0 0 0 0.00 NB Left 0 0 0 0.00 I NB Thru 0 0 0 0.00 * NB Thru 0 0 0 0.00 * NB Right 0 0 0 0.00 NB Right 0 0 0 0.00 SB Left 2 3600 1039 0.29 * SB Left 2 3600 357 0.10 * SB Thru 0 0 0 0.00 SB Thru 0 0 0 0.00 SB Right 1 1800 313 0.17 SB Right 1 1800 150 0.08 EB Left 0 0 0 0.00 EB Left 0 0 0 0.00 EB Thru 2 4000 388 0.10 * EB Thru 2 4000 509 0.13 * EB Right 1 1800 34 0.02 EB Right 1 1800 83 0.05 WBLeft 2 3600 96 0.03 * WB Left 2 3600 456 0.13 * WBThru 2 4000 239 0.06 WBThru 2 4000 569 0.14 WB Right 0 0 0 0.00 WB Right 0 0 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.29 NORTH/SOUTH CRITICAL SUMS 0.10 EASTIWEST CRITICAL SUMS 0.13 EASTIWEST CRITICAL SUMS 0.26 SUM OF CRITICAL VIC RATIO 0.42 SUM OF CRITICAL VIC RATIO 0.36 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.52 INTERSECTION CAPACITY UTILIZATION (lCU) 0.46 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) ___ L-A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61 -<= C .71 -<= C .71 -<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81-<= ** extra wide outside lane E .91 -<= E .91 -<= F >1.0 F >1.0 Project#: 55-100144.001 11117/2003 ---- - - ---- ------- --RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAP ACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: I-5NBR (N/S) Cannon Rd. (E/W) INTERSECTION: I-5NBR (N/S) Cannon Rd. (EIW) SCENARIO: Existing Plus Project -Office Alt SCENARIO: Existing Plus Project -Office Alt COUNT DATE: ANALYST: 07/15103 PEAK HR: .:.,AM;;.,..;;.. _______ _ ':"NE==-M=----"-"'-:..:..;...:..:.. AGENCY: Carlsbad COUNT DATE: ANALYST: 07/15103 PEAKHR: PM -N-E-M------~~A-G-E-N-C-Y--:-C-a-rl-sb-a-d--- MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 1 1800 70 0.04 * NB Left 1 1800 79 0.04 * NB Thru 0 0 0 0.00 NB Thru 0 0 0 0.00 NB Right 2 3600 522 0.15 NB Right 2 3600 137 0.04 SB Left 0 0 0 0 SB Left 0 0 0 0 SB Thru 0 0 0 0.00 * SB Thru 0 0 0 0.00 * SB Right 0 0 0 0 SB Right 0 0 0 0 EB Left 2 3600 120 0.Q3 EB Left 2 3600 315 0.09 * EBThru 2 4000 1323 0.33 * EBThru 2 4000 571 0.14 EB Right 0 0 0 0 EB Right 0 0 0 0 WBLeft 0 0 0 0* WBLeft 0 0 0 0 WBThru 1 2000 253 0.13 WBThru 1 2000 896 0.45 * WB Right 2 3600 187 0.05 WB Right 2 3600 806 0.22 NORTH/SOUTH CRITICAL SUMS 0.04 NORTH/SOUTH CRITICAL SUMS 0.04 EASTIWEST CRITICAL SUMS 0.33 EASTIWEST CRITICAL SUMS 0.54 SUM OF CRITICAL VIC RATIO 0.37 SUM OF CRITICAL VIC RATIO 0.58 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.47 INTERSECTION CAPACITY UTILIZATION (ICU) 0.68 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) B NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61-<= B .61-<= C .71-<= C .71-<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= .* extra wide outside lane E .91-<= E .91-<= F >1.0 F >1.0 Project#: 55-100144.001 11117/2003 - ---- -- - - -- - - ------RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAP ACITY UTILIZATION INTERSECTION: Avd. Encinas (N/S) Palomar Airport (EIW) INTERSECTION: Avd. Encinas (N/S) Palomar Airport (EIW) SCENARIO: Existing Plus Project -Office Alt SCENARIO: Existing Plus Project -Office Alt COUNT DATE: 07/15103 PEAK HR: ,;;,AM::.:-=..---::::--:-___ ---,-.,--,---- ANALYST: NEM AGENCY: Carlsbad COUNT DATE: 07/15/03 PEAK HR: .:,P.:.:;M:.....-______ _ ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 1 1800 25 0.01 NB Left 1 1800 67 0.04 NB Thru 1 2000 91 0.05 * NB Thru 1 2000 125 0.06 * NB Right 1 1800 104 0.06 NB Right 1 1800 365 0.20 SB Left 1.5 2700 210 0.08 * SB Left 1.5 2700 470 0.17 * SB Thru 0.5 1000 38 0.04 SB Thru 0.5 1000 99 0.10 SB Right 1 1800 24 0.01 SB Right 1 1800 91 0.05 EB Left 1 1800 73 0.04 EB Left 1 1800 149 0.08 EB Thru 1 2000 294 0.17 * EB Thru 1 2000 382 0.21 * EB Right 0 0 53 0 EB Right 0 0 32 0 WB Left 1 1800 284 0.16 * WBLeft 1 1800 210 0.12 * WBThru 1 2000 192 0.10 WBThru 1 2000 373 0.19 WB Right 1 1800 516 0.29 WB Right 1 1800 263 0.15 NORTH/SOUTH CRITICAL SUMS 0.13 NORTH/SOUTH CRITICAL SUMS 0.23 EASTIWEST CRITICAL SUMS 0.33 EASTIWEST CRITICAL SUMS 0.33 SUM OF CRITICAL VIC RATIO 0.46 SUM OF CRITICAL VIC RATIO 0.56 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.56 INTERSECTION CAPACITY UTILIZATION (ICU) 0.66 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) B NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61 -<= C .71-<= C .71-<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91 -<= E .91 -<= F >1.0 F >1.0 Project #: 55-100144.001 6/912004 ----- -- - - - -- - -- - - --RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: 1-5 SBR (N/S) Palomar Airport (E/W) INTERSECTION: 1-5 SBR (N/S) Palomar Airport (EIW) SCENARIO: Existing Plus Project -Office Alt SCENARIO: Existing Plus Project -Office Alt COUNT DATE: 07/15103 PEAK HR: .:..AM:::.:... _______ _ ANALYST: NEM AGENCY: Carlsbad COUNT DATE: ANALYST: 07/15103 PEAKHR: PM ~N=E~M~----~~~ ~~A~G~E~N~C~Y~:-C~a-rl~w~a~d------ MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 0 0 0 0.00 NB Left 0 0 0 0.00 NB Thru 0 0 0 0.00 * NB Thru 0 0 0 0.00 * NB Right 0 0 0 0.00 NBRight 0 0 0 0.00 , SB Left 2 3600 907 9·25 * SB Left 2 3600 552 0.15 * SB Thru 0 0 0 0.00 SB Thru 0 0 0 0.00 SB Right 1 1800 287 0.16 SB Right 1 1800 225 0.13 EB Left 0 0 0 0.00 * EB Left 0 0 0 0.00 * EB Thru 3 6000 486 0.10 EB Thru 3 6000 1004 0.21 EB Right 0 0 114 0 EB Right 0 0 277 0 WB Left 0 0 0 0 WBLeft 0 0 0 0 WBThru 2 4000 709 0.18 * WBThru 2 4000 823 0.21 * WB Right 0 0 0 0.00 WBRight 0 0 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.25 NORTH/SOUTH CRITICAL SUMS 0.15 EASTIWEST CRITICAL SUMS 0.18 EASTIWEST CRITICAL SUMS 0.21 SUM OF CRITICAL VIC RATIO 0.43 SUM OF CRITICAL VIC RATIO 0.36 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.53 INTERSECTION CAPACITY UTILIZATION (lCU) 0.46 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61-<= C .71 -<= C .71-<= * Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project #: 55-100144.001 11117/2003 ----- --- - - - ---- - - - - RBF Consulting Intersection Capacity Utilization (leU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: I-5NBR (N/S) Palomar Airport (EIW) INTERSECTION: I-5NBR (N/S) Palomar Airport (E/W) SCENARIO: Existing Plus Project -Office Alt SCENARIO: Existing Plus Project -Office Alt COUNT DATE: ANALYST: 07115103 PEAK HR: AM -N=E-M------~~~ ~~A~G=E~N=C~Y~:~C~~~ls~ba~d~--COUNT DATE: ANALYST: 07/15103 PEAK HR: PM ~N=E-M------~~~ ~~A~G=E~N=C~Y-:~C~~~ls~ba~d~- MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK I LANES (1) HOUR VOLUME VIC I MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK. LANES (1) HOUR VOLUME VIC NB Left 1 1800 228 0.13 * I NB Left 1 1800 96 0.05 * NB Thru 0 0 0 0.00 . NB Thru 0 0 0 0.00 NB Right 2 3600 1281 0.36 NB Right 2 3600 548 0.15 SB Left 0 0 0 0 SB Left 0 0 0 0 SB Thru 0 0 0 0.00 * SB Thru 0 0 0 0.00 * SB Right 0 0 0 0 SB Right 0 0 0 0 EB Left 1 1800 105 0.06 EB Left 1 1800 320 0.18 * EBThru 3 6000 1272 0.21 * EB Thru 3 6000 1241 0.21 EB Right 0 0 0 0 EB Right 0 0 0 0 WBLeft 0 0 0 o * WB Left 0 0 0 0 WBThru 3 6000 796 0.13 WBThru 3 6000 1682 0.28 * WB Right 2 3600 493 0.14 WB Right 2 3600 . 1092 0.30 NORTH/SOUTH CRITICAL SUMS 0.13 NORTH/SOUTH CRITICAL SUMS 0.05 EASTIWEST CRITICAL SUMS 0.21 EASTIWEST CRITICAL SUMS 0.46 SUM OF CRITICAL VIC RATIO 0.34· SUM OF CRITICAL VIC RATIO 0.51 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.44 INTERSECTION CAPACITY UTILIZATION (lCU) 0.61 LEVEL OF SERVICE (LOS) ___ ----A LRVEkQF SERVICE (LOS) B NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61-<= C .71-<= C .71 -<= * Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81-<= ** extra wide outside lane E .91-<= E .91-<= F >1.0 F >1.0 Project #: 55·100144.001 11117/2003 ---- --- - - - -- --- ----RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: Avd. Encinas (N/S) Poinsettia Ln. (EIW) INTERSECTION: Avd. Encinas (N/S) Poinsettia Ln. (EIW) SCENARIO: Existing Plus Project -Office Alt SCENARIO: Existing Plus Project -Office Alt COUNT DATE: 07115103 PEAKHR:"""'AM"-"-______ _ COUNT DATE: 07/15/03 PEAK HR: ..:.P..:..:M:..-______ _ ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (I) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 1 1800 40 0.02 NB Left 1 1800 79 0.04 NB Thru I 2000 56 0.03 * NB Thru 1 2000 76 0.04 * NB Right 1 1800 240 0.13 NB Right 1 1800 459 0.26 SB Left 1 1800 115 0.06 * SB Left 1 1800 227 0.13 * SB Thru 1 2000 68 0.03 SB Thru 1 2000 107 0.05 SB Right 1 1800 31 0.02 SB Right 1 1800 47 0.03 EB Left 1 1800 30 0.02 * EB Left 1 1800 39 0.02 EB Thru 3 6000 131 0.03 EB Thru 3 6000 219 0.05 * EB Right 0 0 43 0 EB Right 0 0 73 0 WB Left 2 3600 346 0.10 WB Left 2 3600 382 0.11 * WBThru 2 4000 464 0.12 * WBThru 2 4000 276 0.07 WBRight 1 1800 231 0.13 WB Right 1 1800 142 0.08 NORTH/SOUTH CRITICAL SUMS 0.09 NORTH/SOUTH CRITICAL SUMS 0.17 EASTIWEST CRITICAL SUMS 0.14 EASTIWEST CRITICAL SUMS 0.16 SUM OF CRITICAL VIC RATIO 0.23 SUM OF CRITICAL VIC RATIO 0.33 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.33 INTERSECTION CAPACITY UTILIZATION (lCU) 0.43 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LQ~) -~ A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61-<= B .61 -<= C .71-<= C .71-<= oj< Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91-<= E .91-<= F >1.0 F >1.0 Project #: 55-100144.001 11117/2003 - - ------- - - - - - --- --RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: 1-5 SBR (N/S) Poinsettia Ln. (EIW) INTERSECTION: 1-5 SBR (N/S) Poinsettia Ln. (EIW) SCENARIO: Existing Plus Project -Office Alt SCENARIO: Existing Plus Project -Office Alt COUNT DATE: 07115/03 PEAK HR:..;;..AM:=.;.;;.. _______ _ COUNT DATE: 07/15/03 PEAK HR: ..:.P.:.:M=--______ _ ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 0 0 0 0.00 NB Left 0 0 0 0.00 NB Thru 0 0 0 0.00 * NB Thru 0 0 0 0.00 * NB Right 0 0 0 0.00 NB Right 0 0 0 0.00 SB Left 2 3600 206 0.06 * SB Left 2 3600 322 0.09 * SB Thru 0 0 0 0.00 SB Thru 0 0 0 0.00 SB Right 1 1800 387 0.22 SB Right 1 1800 178 0.10 EB Left 0 0 0 0.00 EB Left 0 0 0 0.00 EB Thru 2 4000 373 0.09 * EB Thru 2 4000 733 0.18 * EB Right 1 1800 121 0.D7 EB Right 1 1800 194 0.11 WB Left 2 3600 336 0.09 * WB Left 2 3600 626 0.17 * WBThru 2 4000 676 0.17 WBThru 2 4000 620 0.16 WB Right 0 0 0 0.00 WB Right 0 0 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.06 NORTH/SOUTH CRITICAL SUMS 0.09 EASTIWEST CRITICAL SUMS 0.18 EASTIWEST CRITICAL SUMS 0.35 SUM OF CRITICAL VIC RATIO 0.24 SUM OF CRITICAL VIC RATIO 0.44 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.34 INTERSECTION CAPACITY UTILIZATION (lCU) 0.54 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61-<= B .61 -<= C .71 -<= C .71 -<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81-<= ** extra wide outside lane E .91 -<= E .91 -<= F >1.0 F >1.0 Project #: 55-100144.001 11117/2003 -- - ---- ---- -- -- - -- - RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: I-5NBR (N/S) Poinsettia Ln. (EIW) INTERSECTION: I-5NBR (N/S) Poinsettia Ln. (EIW) SCENARIO: Existing Plus Project -Office Alt SCENARIO: Existing Plus Project -Office Alt COUNT DATE: ANALYST: ____ --=-o7;.;..;:.:15;.;..o~3 PEAK HR: .;;.AM::....:.. _______ _ NEM AGENCY: Carlsbad COUNT DATE: ANALYST: __ ______ ~07~/~15_10~3 PEAKHR:PM NEM ~~A~G=E~N=C=Y~:~C~~~ls=b-ad~- MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 1 1800 187 0.10 * NB Left 1 1800 174 0.10 * NB Thru 0 0 0 0.00 NB Thru 0 0 0 0.00 NB Right 2 3600 557 0.15 NB Right 2 3600 546 0.15 SB Left 0 0 0 0 SB Left 0 0 0 0 SB Thru 0 0 0 0.00 * SB Thru 0 0 0 0.00 * SB Right 0 0 0 0 SB Right 0 0 0 0 EB Left 1 1800 112 0.06 * EB Left 1 1800 112 0.06 * EB Thru 2 4000 468 0.12 EB Thru 2 4000 937 0.23 EB Right 0 0 0 0 EB Right 0 0 0 0 WB Left 0 0 0 0 WB Left 0 0 0 0 WBThru 3 6000 822 0.14 * WBThru 3 6000 1064 0.18 * WB Right 1 1800 281 0.16 WB Right 1 1800 202 0.11 NORTH/SOUTH CRITICAL SUMS 0.10 NORTH/SOUTH CRITICAL SUMS 0.10 EASTIWEST CRITICAL SUMS 0.20 EASTIWEST CRITICAL SUMS 0.24 SUM OF CRITICAL VIC RATIO 0.30 SUM OF CRITICAL VIC RATIO 0.34 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.40 INTERSECTION CAPACITY UTILIZATION (lCU) 0.44 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61-<= B .61-<= C .71-<= C .71-<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81-<= •• extra wide outside lane E .91 -<= E .91 -<= F >1.0 F >1.0 Project #: 55-100144.001 11117/2003 I I I APPENDIX D I Short-Term (2010) No Project HCM and ICU Worksheets I I I I I I I I I I I I I I I - ---- - ---11/14/2003 15:33 Filename: 10NOAM.OUT Paqe Short Term No Project AM Fri Nov 14, 2003 15:33:34 Scenario: Command: Volume: Geometry: Impact Fee: Trip Generation: Trip Distribution: Paths: Routes: Configuration: Carlsbad Office Campus Short Term (2010) No Project AM Peak Scenario Report Short Term No Project AM Existing Plus Cumulative AM Short Term AM Default Geometry Default Impact Fee No Project Project Default Paths Default Routes Existing Plus Cumulative AM Page 1-1 ------------------- Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine 1 - -- -- -- - - - 11/14/2003 15:33 Filename: 10NOAM.OUT Paqe 2 Short Term No Project AM Fri Nov 14, 2003 15:33:34 Page 2-1 ---------------------------------------------------------------------- Carlsbad Office Campus Short Term (2010) No Project AM Peak ------------------------------------------------------------------ Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C #101 Cannon Rd./Avd. Encinas C 27.8 0.406 C 27.8 0.406 + 0.000 D/V #102 Cannon Rd./I-S SBR C 22.9 0.488 C 22.9 0.488 + 0.000 D/V #103 Cannon Rd./I-S NBR B 15.7 0.221 B 15.7 0.221 + 0.000 D/V #104 Palomar Airport Rd./Avd. Encin D 35.3 0.791 D 35.3 0.791 + 0.000 D/V #105 Palomar Airport Rd./I-S SBR B 18.5 0.347 B 18.5 0.347 + 0.000 D/V #106 Palomar Airport Rd./I-S NBR D 37.3 0.706 D 37.3 0.706 + 0.000 D/V #107 Poinsettia Ln./Avd. Encinas C 25.6 0.280 C 25.6 0.280 + 0.000 D/V #108 Poinsettia Ln./I-S SBR B 14.9 0.280 B 14.9 0.280 + 0.000 D/V #109 Poinsettia Ln./I-S NBR B 17.2 0.441 B 17.2 0.441 + 0.000 D/V Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - --- -- ---11/14/2003 15:33 Filename: 10NOAM.OUT Page Short Term No Project AM Fri Nov 14, 2003 15:33:34 Page 3-1 Carlsbad Office Campus Short Term (2010) No Project AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #101 Cannon Rd./Avd. Encinas [e/w: Cannon, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 o (Y+R 38 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level. Of Service: 0.406 27.8 C ******************************************************************************** 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---------------1 1---------------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: 1 0 1 1 0 2 0 1 0 1 1 0 1 1 0 2 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 58 17 194 92 11 12 17 288 194 394 155 139 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 17 194 92 11 12 17 288 194 394 155 139 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 17 194 92 11 12 17 288 194 394 155 139 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 58 17 194 92 11 12 17 288 194 394 155 139 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 17 194 92 11 12 17 288 194 394 155 139 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 Adjustment: 0.95 0.82 Lanes: 1.00 1.00 Final Sat.: 1805 1556 ------------1--------- 1900 1900 1900 1900 1900 1900 1900 1900 1900 0.82 0.92 1.00 0.85 0.95 0.89 0.89 0.92 0.88 1.00 2.00 1.00 1.00 1.00 1.20 0.80 2.00 1.05 1556 3502 1900 1615 1805 2028 1366 3502 1768 -11---------------11---------------11 Capacity Analysis Module: 1900 0.88 0.95 1586 -I Vol/Sat: 0.03 0.01 0.12 0.03 0.01 0.01 0.01 0.14 0.14 0.11 0.09 0.09 Crit Moves: **** **** Green Time: 15.5 30.6 30.6 Volume/Cap: 0.21 0.04 0.41 Delay/veh: 37.3 24.4 28.1 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 37.3 24.4 28.1 DesignQueue: 3 1 8 7.0 22.1 0.38 0.03 45.4 30.5 1.00 1.00 45.4 30.5 5 0 22.1 0.03 30.6 1.00 30.6 1 25.7 0.04 27.9 1.00 27.9 1 **** 34.8 0.41 25.0 1. 00 25.0 11 34.8 0.41 25.0 1. 00 25.0 7 **** 27.6 36.7 0.41 29.8 1.00 29.8 16 0.24 22.0 1. 00 22.0 6 36.7 0.24 22.0 1.00 22.0 5 3 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine -- ----- - - - 11/14/2003 15:33 Filename: 10NOAM.OUT Page 4 Short Term No Project AM Fri Nov 14, 2003 15:33:34 Carlsbad Office Campus Short Term (2010) No Project AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 4-1 ******************************************************************************** Intersection #102 Cannon Rd./I-5 SBR [e/w: Cannon, n/s: SBR] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 o (Y+R 45 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.488 22.9 C ******************************************************************************** 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: 0 0 0 10 10 10 0 10 10 7 10 o Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 2 0 2 0 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 0 0 0 386 0 486 0 561 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 386 0 486 User Adj: 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 PHF Volume: 0 0 0 386 0 486 Reduct Vol: 0 0 0 0 0 0 Reduced Vol: 0 0 0 386 0 486 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 o 1. 00 1. 00 o o o 1. 00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 386 0 486 0 561 1. 00 1. 00 561 o 561 1.00 1. 00 561 13 112 202 0 1.00 1.00 1.00 1.00 13 112 202 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 13 112 202 0 000 0 13 112 202 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 13 112 202 0 ------------1---------------11---------------11-----11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.92 Lanes: 0.00 0.00 0.00 2.00 Final Sat.: 0 0 0 3502 ------------1---------------1 I Capacity Analysis Module: 1900 1900 1900 1900 1.00 0.85 1.00 0.95 0.00 1.00 0.00 2.00 o 1615 0 3610 ------11--- 1900 1900 1900 0.85 0.92 0.95 1.00 2.00 2.00 1615 3502 3610 ----II 1900 1.00 0.00 o Vol/Sat: 0.00 0.00 0.00 0.11 0.00 0.30 0.00 0.16 0.01 0.03 0.06 0.00 Crit Moves: Green Time: Volume/Cap: Delay/veh: User DelAdj: AdjDel/Veh: DesignQueue: 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 74.0 0.18 10.0 1.00 10.0 10 0.0 0.00 0.0 1.00 0.0 o **** 74.0 0.49 13.0 1. 00 13.0 13 **** 0.0 38.2 0.00 0.49 0.0 33.3 1.00 1.00 0.0 33.3 o 27 38.2 0.03 28.1 1. 00 28.1 1 **** 7.9 46.0 0.49 0.15 55.8 24.2 1.00 1.00 55.8 24.2 7 8 0.0 0.00 0.0 1.00 0.0 o I ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine --- - -- ---11/14/2003 15: 33 Fil,~name: 1QN0Al1.0UT Page Short Term No Project AM Fri Nov 14, 2003 15:33:34 Carlsbad Office Campus Short Term (2010) No Project AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 5-1 ******************************************************************************** Intersection #103 Cannon Rd./I-5 NBR [e/w: Cannon, n/s: NBR] ******************************************************************************** Cycle (sec): Loss Time (sec): 120 o (Y+R 29 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): 0.221 15.7 B Optimal Cycle: Level Of Service: ******************************************************************************** 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: 10 10 10 0 0 0 7 10 0 0 10 10 Lanes: 1 0 002 0 0 0 0 0 202 0 0 0 0 1 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 47 0 69 0 0 0 410 537 0 0 268 108 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: 47 0 69 0 0 0 410 537 0 0 268 108 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: 47 0 69 0 0 0 410 537 0 0 268 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 47 0 69 0 0 0 410 537 0 0 268 108 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.: 47 0 69 0 0 0 410 537 0 0 268 108 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.75 1.00 1.00 1.00 0.92 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 2.00 Final Sat.: 1805 0 2842 0 0 0 3502 ------------1---------------11---------------11---- Capacity Analysis Module: 1900 0.95 2.00 3610 1900 1900 1900 1900 1.00 1.00 0.91 0.91 0.00 0.00 2.00 1.00 o 0 3455 1727 --11---------------1 Vol/Sat: 0.03 0.00 0.02 0.00 0.00 0.00 0.12 0.15 0.00 0.00 0.08 0.06 Crit Moves: **** Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 14.2 0.0 0.22 0.00 48.5 0.0 1.00 1.00 48.5 0.0 3 0 14.2 0.21 48.1 1. 00 48.1 4 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o **** 63.7 0.22 15.0 1. 00 15.0 13 106 0.17 1.0 1.00 1.0 4 0.0 0.00 0.0 1. 00 0.0 o **** 0.0 42.2 0.00 0.22 0.0 27.4 1.00 1.00 0.0 27.4 o 12 42.2 0.18 27.0 1.00 27.0 5 5 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine -- --- ---- - I I I I 1 1 I 1 1 1 1 I I 1 1 1 1 1 1 I 1 11/14/2003 15:33 Filename: 10NOAM.OUT Page 6 Short Term No Project AM Fri Nov 14, 2003 15:33:34 Page 6-1 Carlsbad Office Campus Short Term (2010) No Project AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #104 Palomar Airport Rd./Avd. Encinas [e/w: PAR, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 o (Y+R 109 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.791 35.3 D ******************************************************************************** Approach: North Bound Movement: L T R ------------1-----Control: Split Phase Rights: Min. Green: Lanes: ------------1 Volume Module: 10 1 0 Include 10 1 o 10 1 South Bound East Bound West Bound L T R L T R L T R 11---------------11---------------11---------------1 Split Phase Protected Protected Include Include Include 10 10 10 7 10 10 7 10 10 110011001 0 1 0 101 11---------------11---------------11---------------1 Base Vol: 34 159 311 183 83 65 204 521 55 395 233 371 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: 34 159 311 183 83 65 204 521 55 395 233 371 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: 34 159 311 183 83 65 204 521 55 395 233 371 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 34 159 311 183 83 65 204 521 55 395 233 371 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.: 34 159 311 183 83 65 204 521 55 395 233 371 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 Adjustment: 0.95 1.00 Lanes: 1.00 1.00 Final Sat.: 1805 1900 ------------1---- 1900 1900 1900 1900 1900 1900 0.85 0.97 0.97 0.85 0.95 0.99 1.00 1.38 0.62 1.00 1.00 0.90 1615 2528 1147 1615 1805 1695 -11---------------11------- Capacity Analysis Module: 1900 1900 0.99 0.95 0.10 1.00 179 1805 11-- 1900 1.00 1. 00 1900 1900 0.85 1. 00 1615 Vol/Sat: 0.02 0.08 0.19 0.07 0.07 0.04 0.11 0.31 0.31 0.22 0.12 0.23 Crit Moves: Green Time: Volume/Cap: Delay/veh: User DelAdj: AdjDel/veh: DesignQueue: 24.1 24.1 0.08 0.35 29.4 31.9 1.00 1.00 29.4 31.9 1 7 **** 24.1 0.80 46.8 1. 00 46.8 14 **** 10.0 10.0 0.72 0.72 50.6 50.6 1.00 1.00 50.6 50.6 9 4 10.0 0.40 43.8 1. 00 43.8 3 **** 21.7 38.5 0.52 0.80 35.8 33.6 1.00 1.00 35.8 33.6 9 19 38.5 0.80 33.6 1. 00 33.6 2 **** 27.4 44.2 0.80 0.28 42.7 17.9 1.00 1.00 42.7 17.9 17 7 44.2 0.52 20.9 1. 00 20.9 12 1 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - --- -- ---11/14/2003 15: 33 ___ Filename: 10NOAM.OUT Page 7 Short Term No Project AM Fri Nov 14, 2003 15:33:34 Carlsbad Office Campus Short Term (2010) No Project AM Peak Level Of Service Computation Report Page 7-1 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #105 Palomar Airport Rd./I-5 SBR [e/w: PAR, n/s: SBRJ ******************************************************************************** Cycle (sec): Loss Time (sec): 150 o (Y+R 35 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): 0.347 IB.5 B Optimal Cycle: Level Of Service: ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 10 10 10 0 10 10 0 10 0 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 1 0 0 0 2 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 0 0 0 439 0 210 0 902 125 0 800 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 0 439 0 210 0 902 125 0 800 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 PHF Volume: 0 0 0 439 0 210 0 902 125 0 800 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 439 0 210 0 902 125 0 800 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 0 439 0 210 0 902 125 0 800 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 Adjustment: 1.00 1.00 Lanes: 0.00 0.00 Final Sat.: 0 0 -1---- 1900 1900 1.00 0.92 0.00 2.00 o 3502 II Capacity Analysis Module: 1900 1. 00 0.00 o 1900 1900 1900 0.B5 1.00 0.B9 1.00 0.00 2.63 1615 0 4474 11------- 1900 1900 1900 1900 0.89 1.00 0.95 1.00 0.37 0.00 2.00 0.00 620 0 3610 0 11---------------1 Vol/Sat: 0.00 0.00 0.00 0.13 0.00 0.13 0.00 0.20 0.20 0.00 0.22 0.00 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 54.2 0.0 0.35 0.00 35.1 0.0 1.00 1.00 35.1 0.0 24 0 54.2 0.36 35.5 1. 00 35.5 12 **** 0.0 0.00 0.0 1.00 0.0 o 95.8 0.32 12.3 1.00 12.3 29 95.8 0.32 12.3 1. 00 12.3 4 **** 0.0 95.8 0.00 0.35 0.0 12.7 1.00 1.00 0.0 12.7 o 26 0.0 0.00 0.0 1. 00 0.0 o ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - - -- ----- - 11/14 L:a9_0 3 15: 33 Filename: _10NOAM. OUT Page 8 Short Term No Project AM Fri Nov 14, 2003 15:33:34 Carlsbad Office Campus Short Term (2010) No Project AM Peak Page 8-1 Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #106 Palomar Airport Rd./I-5 NBR [e/w: PAR, n/s: NBRJ ******************************************************************************** Cycle (sec): 150 Loss Time (sec): Optimal Cycle: o (Y+R 78 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.706 37.3 D ******************************************************************************** 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: Ovl Include Include Include Min. Green: 10 0 10 0 0 0 7 10 10 0 10 10 Lanes: 1 0 0 0 2 0 0 0 0 0 1 0 3 0 0 0 0 3 0 2 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 168 Growth Adj: 1.00 Initial Bse: 168 User Adj: 1.00 PHF Adj: 1.00 PHF Volume: 168 Reduct Vol: 0 Reduced Vol: 168 PCE Adj: 1.00 o 1. 00 o 1. 00 1. 00 o o o 1.00 MLF Adj: 1.00 1.00 Final Vol.: 168 0 ------------1--------- Saturation Flow Module: Sat/Lane: 1900 1900 Adjustment: 0.95 1.00 Lanes: 1.00 0.00 Final Sat.: 1805 0 ------------1------- 1315 0 0 0 114 1228 0 0 934 342 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1315 0 0 0 114 1228 0 0 934 342 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 1315 0 0 0 114 1228 0 0 934 342 0000000000 1315 0 0 0 114 1228 0 0 934 342 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 1315 0 0 0 114 1228 0 0 934 342 11---------------11---------------11---------------1 1900 1900 1900 0.75 1.00 1.00 2.00 0.00 0.00 2842 0 0 11------ 1900 1900 1900 1900 1.00 0.95 0.91 1.00 0.00 1.00 3.00 0.00 o 1805 5187 0 1900 1.00 0.00 o 11---------------11-- 1900 0.91 3.00 5187 1900 0.75 2.00 2842 --I Capacity Analysis Module: Vol/Sat: 0.09 0.00 0.46 Crit Moves: **** Green Time: 98.3 0.0 98.3 Volume/Cap: 0.14 0.00 0.71 Delay/Veh: 9.9 0.0 17.8 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 9.9 0.0 17.8 DesignQueue: 5 0 42 0.00 0.00 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o 0.00 0.0 0.00 0.0 1.00 0.0 o 0.06 0.24 **** 13.4 51.7 0.71 0.69 79.7 1.00 79.7 9 43.4 1. 00 43.4 71 0.00 0.0 0.00 0.0 1.00 0.0 o 0.00 0.18 **** 0.0 38.3 0.00 0.71 0.0 52.5 1.00 1.00 0.0 52.5 o 61 0.12 38.3 0.47 47.8 1.00 47.8 22 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine ---- - - - - - 11/14/2003 15:33 Filename: 10NOAM.Our Page Short Term No Project AM Fri Nov 14, 2003 15:33:34 Page 9-1 Carlsbad Office Campus Short Term (2010) No project AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #107 Poinsettia Ln./Avd. Encinas [e/w: Poinsettia, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 o (Y+R 41 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.280 25.6 C ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Prot+permit Prot+Permit 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 0 101 102 1 0 202 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 28 95 232 Growth Adj: 1.00 1.00 1.00 Initial Bse: 28 95 232 1.00 1. 00 232 o User Adj: 1.00 1.00 PHF Adj: 1.00 1.00 PHF Volume: 28 95 Reduct Vol: 0 0 Reduced Vol: 28 95 PCE Adj: 1.00 1.00 MLF Adj: 1.00 1.00 Final Vol.: 28 95 ------------1---------Saturation Flow Module: Sat/Lane: 1900 1900 Adjustment: 0.77 1.00 Lanes: 1.00 1.00 232 1.00 1. 00 232 1900 0.85 1. 00 87 62 1.00 1.00 87 62 1.00 1.00 1.00 1.00 87 62 o 0 87 62 1.00 1.00 1.00 1.00 87 62 11- 1900 0.70 1.00 Final Sat.: 1460 1900 1615 1324 1900 1. 00 1. 00 1900 ------------1---------------11- Capacity Analysis Module: Vol/Sat: 0.02 0.05 0.14 0.07 0.03 Crit Moves: **** **** Green Time: 42.6 31.9 31.9 Volume/Cap: 0.05 0.16 0.45 Delay/veh: 16.8 24.5 27.7 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 16.8 24.5 27.7 DesignQueue: 1 4 9 35.8 0.18 21.9 1. 00 21.9 4 25.1 0.13 29.1 1. 00 29.1 3 84 149 145 34 254 358 284 1.00 1.00 1.00 1.00 1.00 1.00 1.00 84 149 145 34 254 358 284 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 84 149 145 34 254 358 284 000 0 000 84 149 145 34 254 358 284 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 84 149 145 34 254 358 284 ----11---------------11---------------1 1900 1900 1900 1900 1900 1900 1900 0.85 0.95 0.88 0.88 0.92 0.95 0.85 1.00 1.00 2.43 0.57 2.00 2.00 1.00 1615 1805 4084 958 3502 3610 1615 ----11---------------11---------------1 0.05 0.08 0.04 0.04 0.07 0.10 0.18 25.1 0.21 29.9 1. 00 29.9 4 **** 18.3 10.0 0.45 0.36 37.3 42.4 1.00 1.00 37.3 42.4 7 7 10.0 0.36 42.4 1. 00 42.4 2 47.4 0.15 15.0 1. 00 15.0 8 39.1 0.25 20.7 1.00 20.7 12 **** 39.1 0.45 23.0 1. 00 23.0 10 9 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine -- -- - - -- --11/14/2003 15:33 Filename: 10NOAM.OUT Page 10 I Short Term No Project AM Fri Nov 14, 2003 15:33:34 Page 10-1 I I Carlsbad Office Campus Short Term (2010) No project AM Peak I I I Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #108 Poinsettia Ln./I-5 SBR [e/w: Poinsettia, n/s: SBR] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 o (Y+R 32 Critical Vol./eap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.280 14.9 B I ******************************************************************************** I Approach: North Bound South Bound East Bound West Bound I Movement: L T R L T R L T R L T R I ------------1---------------1 1---------------1 1---------------1 1---------------1 I Control: Protected Protected Protected Protected I Rights: Include Include Include Include I Min. Green: 0 0 0 10 10 10 0 10 10 7 10 o o I Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 2 0 2 0 I ------------1---------------11---------------11---------------11 ---I I . Volume Module: I I I I I Base Vol: Growth Adj: Initial Bse: User Adj: PHF Adj: PHF Volume: Reduct Vol: Reduced Vol: PCE Adj: MLF Adj: Final Vol.: o 0 1.00 1.00 o 0 1.00 1.00 1.00 1.00 o 0 o 0 o 0 1.00 1.00 1.00 1.00 o 0 ------------1-Saturation Flow Module: Sat/Lane: 1900 1900 Adjustment: 1.00 1.00 Lanes: 0.00 0.00 Final Sat.: 0 0 -1- o 1. 00 o 1.00 1. 00 o o o 1. 00 1.00 o II 89 o 1.00 1.00 89 0 1.00 1.00 1. 00 89 o 89 1.00 1.00 89 1. 00 o o o 1.00 1.00 o 73 0 360 104 1.00 1.00 1.00 1.00 73 0 360 104 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 73 0 360 104 o 0 0 0 73 0 360 104 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 73 0 360 104 11---------------11 542 823 1.00 1.00 542 823 1.00 1.00 1.00 1.00 542 823 o 0 542 823 1.00 1.00 1.00 1.00 542 823 o 1.00 o 1.00 1.00 o o o 1. 00 1.00 o -----1 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1.00 0.92 1.00 0.85 1.00 0.95 0.85 0.92 0.95 1.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 2.00 2.00 0.00 o 3502 0 1615 0 3610 1615 3502 3610 0 11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 0.03 0.00 **** 10.9 0.0 0.28 0.00 51.4 0.0 1.00 1.00 51.4 0.0 5 0 0.05 10.9 0.50 54.6 1. 00 54.6 4 0.00 0.10 **** 0.0 42.8 0.00 0.0 1.00 0.0 o 0.28 27.7 1. 00 27.7 16 0.06 42.8 0.18 26.7 1. 00 26.7 5 0.15 0.23 **** 66.4 0.28 14.3 1.00 14.3 17 109 0.25 0.7 1. 00 0.7 5 0.00 0.0 0.00 0.0 1.00 0.0 o ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - -- - - -- --11/14/2003 15:33 Filename: 10NOAM.OUT Page 11 Short Term No Project AM Fri Nov 14, 2003 15:33.34 Page 11-1 Carlsbad Office Campus Short Term (2010) No project AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #109 Poinsettia Ln./I-5 NBR [e/w: Poinsettia, n/s: NBRJ ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 o (Y+R 41 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.441 17.2 B ******************************************************************************** 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: 10 10 10 0 0 0 7 10 0 0 10 10 Lanes: 1 0 0 0 2 0 0 0 0 0 1 0 2 0 0 0 0 3 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 151 0 375 0 0 0 79 370 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 151 0 375 0 0 0 79 370 User Adj: 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 PHF Volume: 151 0 375 0 0 0 79 370 Reduct Vol: 0 0 0 0 0 0 0 0 Reduced Vol. 151 0 375 0 0 0 79 370 PCE Adj: 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 Final Vol.: 151 0 375 0 0 0 79 370 o 0 1208 1.00 1.00 1.00 o 0 1208 1.00 1.00 1.00 1.00 1.00 1.00 o 0 1208 000 o 0 1208 1.00 1.00 1.00 1.00 1.00 1.00 o 0 1208 429 1.00 429 1.00 1.00 429 o 429 1.00 1.00 429 ------------1---------------11---------------11-------11------I Saturation Flow Module: Sat/Lane: 1900 1900 Adjustment: 0.95 1.00 Lanes: 1.00 0.00 Final Sat.: 1805 0 -1------ 1900 1900 1900 1900 1900 1900 1900 1900 1900 0.75 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.91 2.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 3.00 2842 0 0 0 1805 3610 0 0 5187 -11---------------11---------------11---- Capacity Analysis Module: 1900 0.85 1.00 1615 Vol/Sat: 0.08 0.00 0.13 0.00 0.00 0.00 0.04 0.10 0.00 0.00 0.23 0.27 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 35.9 0.28 32.5 1.00 32.5 7 0.0 0.00 0.0 1.00 0.0 o **** 35.9 0.44 34.3 1.00 34.3 18 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o **** 11.9 84.1 0.44 52.7 1. 00 52.7 5 0.15 6.0 1. 00 6.0 8 0.0 0.00 0.0 1. 00 0.0 o 0.0 72.2 0.00 0.39 0.0 12.5 1.00 1.00 0.0 12.5 o 34 **** 72 .2 0.44 13.3 1.00 13.3 12 1 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - -- - --- ---11/14/2003 15:33 Filename: 10NOAM.OUT Page 12 --- -- -- - - 11/14/2003 15:41 Filename: 10NOPM.OUT Paqe Short Term No Project PM Fri Nov 14, 2003 15:41:34 Scenario: Command: Volume: Geometry: Impact Fee: Trip Generation: Trip Distribution: Paths: Routes: Configuration: Carlsbad Office Campus Short Term (2010) No Project PM Peak Scenario Report Short Term No Project PM Existing Plus CUmulative Short Term PM Default Geometry Default Impact Fee No Project Project Default Paths Default Routes Existing Plus CUmulative PM PM Page 1-1 Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine 1 - -- - -- - --11/14/2003 15:41 Filename: 10NOPM.OUT Paqe Short Term No Project PM Fri Nov 14, 2003 15:41:34 Carlsbad Office Campus Short Term (2010) No Project PM Peak Impact Analysis Report Level Of Service Intersection Base Del/ v/ LOS Veh C ~101 Cannon Rd./Avd. Encinas C 29.7 0.599 ~102 Cannon Rd./I-5 SBR C 25.2 0.507 ~103 Cannon Rd./I-5 NBR C 22.7 0.471 ~104 palomar Airport Rd./Avd. Encin D 40.0 0.803 ~105 Palomar Airport Rd./I-5 SBR B 16.5 0.328 ~106 Palomar Airport Rd./I-5 NBR B 12.8 0.410 ~107 Poinsettia Ln./Avd. Encinas C 28.7 0.517 ~108 poinsettia Ln./I-5 SBR C 23.7 0.578 ~109 poinsettia Ln./I-5 NBR C 23.2 0.710 Page 2-1 Future Change Dell V/ in LOS Veh C C 29.7 0.599 + 0.000 D/V C 25.2 0.507 + 0.000 D/V C 22.7 0.471 + 0.000 D/V D 40.0 0.803 + 0.000 D/V B 16.5 0.328 + 0.000 D/V B 12.8 0.410 + 0.000 D/V C 28.7 0.517 + 0.000 D/V C 23.7 0.578 + 0.000 D/V C 23.2 0.710 + 0.000 D/V Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine -2 - -- ---- --11/14/20_(L3 __ 15:41 Filename: 1QNOPM.OUT Page Short Term No Project PM Fri Nov 14, 2003 15:41:34 Carlsbad Office Campus Short Term (2010) No project PM Peak Level Of Service Computation Report Page 3-1 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #101 Cannon Rd./Avd. Encinas [e/w: Cannon, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 a (Y+R 57 Critical Vol./Cap. (x): 4 sec) Average Delay (sec/veh): Level Of Service: 0.599 29.7 C ******************************************************************************** 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 1 a 2 a 1 a 1 1 a 1 1 a 2 a 1 1 a ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 138 36 431 288 36 36 36 150 35 318 458 288 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: 138 36 431 288 36 36 36 150 35 318 458 288 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: 138 36 431 288 36 36 36 150 35 318 458 288 Reduct Vol: 0 a a a a a a a a a a a Reduced Vol: 138 36 431 288 36 36 36 150 35 318 458 288 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 36 431 288 36 36 36 150 35 318 458 288 1---------------11---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.82 0.82 0.92 1.00 0.85 0.95 0.92 0.92 0.92 0.89 0.89 Lanes: 1.00 1.00 1.00 2.00 1.00 1.00 1.00 1.62 0.38 2.00 1.23 0.77 Final Sat.: 1805 1556 1556 3502 1900 1615 1805 2845 664 3502 2088 1313 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.08 0.02 0.28 0.08 0.02 0.02 0.02 0.05 0.05 0.09 0.22 0.22 Crit Moves: **** **** Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 47.7 44.5 0.16 0.05 14.9 15.8 1.00 1.00 14.9 15.8 4 1 44.5 0.62 22.9 1. 00 22.9 14 13.2 10. a 0.62 0.19 43.6 41.8 1.00 1.00 43.6 41.8 14 2 10.0 0.22 42.1 1. 00 42.1 2 **** 7.0 0.28 45.4 1.00 45.4 2 10.0 0.53 44.3 1. 00 44.3 8 10.0 0.53 44.3 1.00 44.3 2 32.3 0.28 25.4 1.00 25.4 12 **** 35.3 0.62 27.9 1. 00 27.9 17 35.3 0.62 27.9 1.00 27.9 11 3 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to REF Consulting, Irvine - - - -- - - - - - 11[14/2003 15:41 Filename: 10NOPM.OUT Page Short Term No Project PM Fri Nov 14, 2003 15:41:34 Carlsbad Office Campus Short Term (2010) No Project PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 4-1 ******************************************************************************** Intersection #102 Cannon Rd./I-5 SBR [e/w: Cannon, n/s: SBR] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 a (Y+R 46 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.507 25.2 C ******************************************************************************** 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: a a a 10 10 10 a 10 10 7 10 a Lanes: a 0 a a a 2 a a a 1 a a 2 a 1 2 a 2 a a ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: a a a 207 a 348 a 703 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: a a 0 207 a 348 a 703 User Adj: 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 PHF Volume: a a a 207 a 348 a 703 Reduct Vol: a a a a a a a a Reduced Vol: a a a 207 a 348 a 703 PCE Adj: 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 Final Vol.: a a a 207 a 348 a 703 ------------1---------------11---------------11----- Saturation Flow Module: 166 1.00 166 1.00 1. 00 166 a 166 1. 00 1. 00 166 -II 338 1.00 338 1.00 1. 00 338 a 338 1.00 1. 00 338 716 a 1.00 1.00 716 a 1.00 1.00 1.00 1.00 716 a a a 716 a 1.00 1.00 1.00 1.00 716 a ------1 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 0.95 0.85 0.92 0.95 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: a a a 3502 a 1615 a 3610 1615 3502 3610 a 4 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.06 0.00 0.22 0.00 0.19 0.10 0.10 0.20 0.00 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 0.0 0.00 0.0 1.00 0.0 a 0.0 0.00 0.0 1. 00 0.0 a 0.0 0.00 0.0 1.00 0.0 a 51. a 0.14 21.1 1. 00 21.1 8 0.0 0.00 0.0 1.00 0.0 a **** 51.0 0.51 25.9 1.00 25.9 14 0.0 0.00 0.0 1.00 0.0 a **** 46.1 0.51 28.6 1. 00 28.6 30 46.1 0.27 25.6 1. 00 25.6 7 **** 22.9 69.0 0.51 0.35 44.2 13.6 1.00 1.00 44.2 13.6 19 21 0.0 0.00 0.0 1.00 0.0 o ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - -- - --- --11/14/2093 15: 41 Filename: 10NOPM.OUT Page Short Term No Project PM Fri Nov 14, 2003 15:41:34 Carlsbad Office Campus Short Term (2010) No project PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 5-1 ******************************************************************************** Intersection #103 Cannon Rd./I-5 NBR [e/w: Cannon, n/s: NBR] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 o (Y+R 43 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.471 22.7 C ******************************************************************************** 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---------------1 1---------------11-------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 0 0 o 7 10 0 0 10 10 Lanes: 1 0 0 0 2 0 0 0 0 02020 0 001 1 1 ------------1---------------11----11---------------11---------------1 Volume Module: Base Vol: 294 0 103 0 0 0 304 606 0 0 760 372 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: 294 0 103 0 0 0 304 606 0 0 760 372 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: 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: 294 0 103 0 0 0 304 606 0 0 760 372 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 294 0 103 0 0 0 304 606 0 0 760 372 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.: 294 0 103 0 0 0 304 606 0 0 760 372 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.75 1.00 1.00 Lanes: 1.00 0.00 2.00 0.00 0.00 Final Sat.: 1805 0 2842 0 0 ------------1---------------11--- Capacity Analysis Module: 1900 1900 1.00 0.92 0.00 2.00 o 3502 ---II 1900 0.95 2.00 3610 1900 1900 1.00 1.00 0.00 0.00 o 0 -----11--- 1900 0.90 2.00 3433 1900 0.90 1. 00 1717 --I Vol/Sat: 0.16 0.00 0.04 0.00 0.00 0.00 0.09 0.17 0.00 0.00 0.22 0.22 Crit Moves: **** Green Time: 41.5 Volume/Cap: 0.47 Delay/Veh: 31.2 User DelAdj: 1.00 AdjDel/Veh: 31.2 DesignQueue: 13 0.0 0.00 0.0 1. 00 0.0 o 41.5 0.10 26.7 1.00 26.7 5 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 22.1 78.5 0.47 0.26 44.3 8.7 1.00 1.00 44.3 17 8.7 15 0.0 0.00 0.0 1.00 0.0 o **** 0.0 56.4 0.00 0.0 1. 00 0.0 o 0.47 21.8 1.00 21.8 28 56.4 0.46 21.7 1. 00 21.7 14 5 ******************************************************************************** Traffix 7.5.0715 (c) 2002 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 11/14/2003 15:41 Filename: 10NOPM.OUT Page Short Term No Project PM Fri Nov 14, 2003 15:41:34 Carlsbad Office Campus Short Term (2010) No Project PM Peak Level Of Service Computation Report Page 6-1 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #104 palomar Airport Rd./Avd. Encinas [e/w: PAR, n/s: Encinas] ******************************************************************************** Cycle (sec): 100 Loss Time (sec): Optimal Cycle: o (Y+R 116 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.803 40.0 D ******************************************************************************** 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---------------1 1---------------11---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 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 0 1 0 1 ------------1---------------1 1---------------1 1---------------1 I--Volume Module: Base Vol: 131 180 Growth Adj: 1.00 1.00 Initial Bse: 131 180 User Adj: 1.00 1.00 PHF Adj: 1.00 1.00 PHF Volume: 131 180 Reduct Vol: 0 0 Reduced Vol: 131 180 PCE Adj: 1.00 1.00 MLF Adj: 1.00 1.00 Final Vol.: 131 180 ------------1 Saturation Flow Module: Sat/Lane: 1900 1900 Adjustment: 0.95 1.00 Lanes: 1.00 1.00 Final Sat.: 1805 1900 -1- 378 498 299 326 117 248 1.00 1.00 1.00 1.00 1.00 1.00 378 498 299 326 117 248 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 378 498 299 326 117 248 o 0 0 0 0 0 378 498 299 326 117 248 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 378 498 299 326 117 248 11---------------11------- 42 1. 00 42 1. 00 1. 00 42 o 42 1. 00 1. 00 355 461 1.00 1.00 355 1.00 1. 00 355 o 355 1. 00 1. 00 461 1.00 1.00 461 o 461 1.00 1. 00 42 355 461 11--- 223 1.00 223 1. 00 1. 00 223 o 223 1. 00 1. 00 223 ----I 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 0.85 0.97 0.97 0.85 0.95 0.98 0.98 0.95 1.00 0.85 1.00 1.25 0.75 1.00 1.00 0.86 0.14 1.00 1.00 1.00 1615 2303 1383 1615 1805 1589 269 1805 1900 1615 11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.07 0.09 0.23 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 29.1 29.1 0.25 0.33 27.3 28.1 1.00 1.00 27.3 28.1 5 7 **** 29.1 0.80 42.4 1.00 42.4 16 0.22 0.22 **** 26.9 26.9 0.80 0.80 38.9 38.9 1.00 1.00 38.9 38.9 21 13 0.20 26.9 0.75 40.6 1.00 40.6 14 0.06 0.16 **** 7.0 19.4 0.93 0.80 103.8 50.7 1.00 1.00 103.8 50.7 6 12 0.16 19.4 0.80 50.7 1.00 50.7 2 0.20 0.24 **** 24.5 36.9 0.80 0.66 45.7 28.5 1.00 1.00 45.7 28.5 16 17 0.14 36.9 0.37 23.5 1. 00 23.5 8 6 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine --- -- ----11/14/2003 15: 41 Filename: 10NQP_M.OUT_ Page Short Term No Project PM Fri Nov 14, 2003 15:41:34 Page 7-1 Carlsbad Office Campus Short Term (2010) No Project PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #105 Palomar Airport Rd./I-5 SBR [e/w: PAR, n/s: SBR] ******************************************************************************** Cycle (sec): Loss Time (sec): 150 o (Y+R 34 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): 0.328 16.5 B Optimal Cycle: Level Of Service: ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 10 10 10 0 10 10 0 10 o Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 1 0 0 0 2 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 0 0 0 375 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 375 0 User Adj: 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 375 0 Reduct Vol: 0 0 0 0 0 Reduced Vol: 0 0 0 375 0 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.: 0 0 0 375 0 ------------1---------------11----- Saturation Flow Module: Sat/Lane: 1900 1900 Adjustment: 1.00 1.00 Lanes: 0.00 0.00 Final Sat.: 0 0 ------------1---- 1900 1900 1.00 0.92 0.00 2.00 o 3502 ----II Module: 1900 1. 00 0.00 o Capacity Analysis Vol/Sat: 0.00 Crit Moves: 0.00 0.00 0.11 0.00 Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/veh: DesignQueue: 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 49.0 0.33 38.3 1.00 38.3 22 0.0 0.00 0.0 1.00 0.0 o 169 0 910 1.00 169 1.00 1.00 o 910 1.00 1.00 1.00 1.00 169 0 o 0 169 0 1.00 1.00 1.00 1.00 169 0 -11---- 1.00 1.00 910 o 910 1.00 1.00 910 180 0 798 0 1.00 1.00 1.00 1.00 180 0 798 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 180 0 798 0 000 0 180 0 798 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 180 0 798 0 11---------------1 1900 1900 1900 1900 0.85 1.00 0.89 0.89 1.00 0.00 2.50 0.50 1615 0 4222 835 1900 1. 00 0.00 o 1900 0.95 2.00 3610 1900 1. 00 0.00 o -----11---------------11 ---I 0.10 0.00 0.22 0.22 0.00 0.22 0.00 49.0 0.32 38.4 1. 00 38.4 10 **** 0.0 0.00 0.0 1.00 0.0 o 101 101. 0 0.32 10.2 1.00 10.2 26 0.32 10.2 1.00 10.2 5 0.0 0.00 0.0 1. 00 0.0 o **** 101 0.33 10.3 1. 00 10.3 23 0.0 0.00 0.0 1. 00 0.0 o 7 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine -- - -- - - ---11/14/2003 15: 41 Filename: 10NOPM.OUT Page Short Term No Project PM Fri Nov 14, 2003 15:41:34 Carlsbad Office Campus Short Term (2010) No Project PM Peak Level Of Service Computation Report Page 8-1 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #106 Palomar Airport Rd./I-5 NBR [e/w: PAR, n/s: NBRJ ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 150 o (Y+R 39 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.410 12.8 B ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Rights: Ovl Include Include Min. Green: 10 0 10 0 0 0 7 10 10 Lanes: 1 0 0 0 2 0 0 0 0 0 1 0 3 0 0 ------------1---------------1 1---------------1 1---------------1 I Volume Module: Base Vol: 60 0 222 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 Ini tial Bse: 60 0 222 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 PHF Volume: 60 0 222 0 0 Reduct Vol: 0 0 0 0 0 Reduced Vol: 60 0 222 0 0 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.: 60 0 222 0 0 ------------1---------------11----- Saturation Flow Module: o 90 1195 0 1.00 1.00 1.00 1.00 o 90 1195 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o 90 1195 0 000 0 o 90 1195 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o 90 1195 0 11---------------1 I Protected Include o 10 10 o o 3 o 1465 1.00 1.00 o 1465 1.00 1.00 1.00 1.00 o 1465 o 0 o 1465 1.00 1.00 1.00 1.00 o 1465 o 2 ------1 227 1. 00 227 1.00 1.00 227 o 227 1.00 1.00 227 ----I Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 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.: 1805 0 2842 0 0 0 1805 5187 0 0 5187 2842 8 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.00 0.08 0.00 0.00 0.00 0.05 0.23 0.00 0.00 0.28 0.08 Crit Moves: **** Green Time: 28.5 0.0 28.5 Volume/Cap: 0.17 0.00 0.41 Delay/Veh: 51.1 0.0 53.8 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 51.1 0.0 53.8 DesignQueue: 4 0 15 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 18.2 0.41 62.2 1.00 62.2 7 121 0.28 3.6 1. 00 3.6 20 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 103 0.41 10.2 1. 00 10.2 41 103.2 0.12 B.O 1.00 8.0 6 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - ---- -- --11/14/2003 15:41 _Filename: 10NOPM.QlJT_ _ ___ Page Short Term No Project PM Fri Nov 14, 2003 15:41:34 Page 9-1 Carlsbad Office Campus Short Term (2010) No Project PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #107 Poinsettia Ln./Avd. Encinas [e/w: Poinsettia, n/s: Encinas] ******************************************************************************** Cycle (sec): 100 Loss Time (sec): o (Y+R 84 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): 0.517 28.7 C Optimal Cycle: Level Of Service: ******************************************************************************** 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: Prot+Permit Prot+Permit Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 101 1 0 101 1 0 210 202 0 1 ------------1------11---------------11---------------11---------------1 Volume Module: Base Vol: Growth Adj: Initial Bse: User Adj: PHF Adj: PHF Volume: Reduct Vol: Reduced Vol: PCE Adj: MLF Adj: Final Vol.: 59 196 508 376 217 159 112 383 51 421 259 148 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 59 196 508 376 217 159 112 383 51 421 259 148 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 59 196 508 376 217 159 112 383 51 421 259 148 00000 0 0 0 0 000 59 196 508 376 217 159 112 383 51 421 259 148 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 59 196 508 376 217 159 112 383 51 421 259 148 1---------------11---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 Adjustment: 0.60 1.00 Lanes: 1.00 1.00 Final Sat.: 1145 1900 ------------1-- 1900 1900 0.85 0.70 1.00 1.00 1615 1321 --11-- Capacity Analysis Module: 1900 1. 00 1. 00 1900 1900 1900 1900 1900 1900 1900 0.85 0.95 0.89 0.89 0.92 0.95 1.00 1.00 2.65 0.35 2.00 2.00 1615 1805 4495 599 3502 3610 ---11---------------11---- 1900 0.85 1.00 1615 Vol/Sat: 0.05 0.10 0.31 0.28 0.11 0.10 0.06 0.09 0.09 0.12 0.07 0.09 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 50.2 0.10 13.0 1. 00 13.0 3 43.2 0.24 18.1 1. 00 18.1 6 **** 43.2 0.73 27.4 1. 00 27.4 17 **** 71.8 0.40 5.7 1. 00 5.7 16 64.8 0.18 7.1 1. 00 7.1 4 64.8 0.15 6.9 1. 00 6.9 3 11.6 0.53 44.3 1. 00 44.3 6 **** 11.7 0.73 47.1 1.00 47.1 19 11.7 0.73 47.1 1.00 47.1 3 **** 16.5 0.73 44.3 1. 00 44.3 20 16.6 0.43 38.0 1. 00 38.0 12 16.6 0.55 40.8 1. 00 40.8 7 1 9 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - -- - ---- --"11/14/2003 15: 41 Filename: 10NOPM . OUT Page 10 Short Term No Project PM Fri Nov 14, 2003 15:41:34 Carlsbad Office Campus Short Term (2010) No Project PM Peak Level Of Service Computation Report Page 10-1 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #108 Poinsettia Ln./I-5 SBR [e/w: Poinsettia, n/s: SBR] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 o (Y+R 54 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.578 23.7 C ******************************************************************************** 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: 0 0 0 10 10 10 0 10 10 7 10 o Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 202 0 0 ------------1---------------11---------------11------11---------------1 Volume Module: Base Vol: 0 0 0 619 0 131 0 1083 185 353 696 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 0 619 0 131 0 1083 185 353 696 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 PHF Volume: 0 0 0 619 0 131 0 1083 185 353 696 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 619 0 131 0 1083 185 353 696 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 0 619 0 131 0 1083 185 353 696 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 0.95 0.85 0.92 0.95 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3502 0 1615 0 3610 1615 3502 3610 0 1---------------11---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.18 0.00 0.08 0.00 0.30 0.11 0.10 0.19 0.00 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/veh: DesignQueue: 0.0 0.0 0.00 0.00 0.0 0.0 1.00 1.00 0.0 0.0 o 0 0.0 0.00 0.0 1.00 0.0 o **** 36.7 0.58 35.9 1.00 35.9 30 0.0 0.00 0.0 1.00 0.0 o 36.7 0.27 31.7 1. 00 31. 7 6 0.0 0.00 0.0 1. 00 0.0 o **** 62.3 0.58 20.2 1.00 20.2 38 62.3 0.22 15.8 1. 00 15.8 6 **** 20.9 83.3 0.58 0.28 46.8 7.0 1.00 1.00 46.8 7.0 20 15 0.0 0.00 0.0 1. 00 0.0 o ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - ---- -- --11/14/2003 15:41 Filename: 10NOPM.OUT Page 11 Short Term No Project PM Fri Nov 14, 2003 15:41:34 Carlsbad Office Campus Short Term (2010) No Project PM Peak Level Of Service Computation Report Page 11-1 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #109 Poinsettia Ln./I-5 NBR [e/w: poinsettia, n/s: NBRJ ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 o (Y+R 79 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.710 23.2 C ******************************************************************************** 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: 10 10 10 0 0 0 7 10 0 0 10 10 Lanes: 1 0 0 0 2 0 0 0 0 0 1 0 2 0 0 0 0 3 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 176 0 775 0 0 0 122 1580 0 0 873 167 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: 176 0 775 0 0 0 122 1580 0 0 873 167 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: 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: 176 0 775 0 0 0 122 1580 0 0 873 167 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 176 0 775 0 0 0 122 1580 0 0 873 167 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.: 176 0 775 0 0 0 122 1580 0 0 873 167 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.75 1.00 Lanes: 1.00 0.00 2.00 0.00 Final Sat.: 1805 0 2842 --1---------------11-- Capacity Analysis Module: o 1900 1. 00 0.00 o 1900 1900 1900 1.00 0.95 0.95 0.00 1.00 2.00 o 1805 3610 II 1900 1.00 0.00 o II 1900 1900 1.00 0.91 0.00 3.00 o 5187 1900 0.85 1. 00 1615 Vol/Sat: 0.10 0.00 0.27 0.00 0.00 0.00 0.07 0.44 0.00 0.00 0.17 0.10 Crit Moves: **** **** **** Green Time: 46.1 0.0 46.1 0.0 0.0 0.0 21.2 73.9 0.0 0.0 52.8 52.8 Volume/Cap: 0.25 0.00 0.71 0.00 0.00 0.00 0.38 0.71 0.00 0.00 0.38 0.24 Delay/Veh: 25.4 0.0 33.5 0.0 0.0 0.0 44.4 16.8 0.0 0.0 22.8 21.2 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: 25.4 0.0 33.5 0.0 0.0 0.0 44.4 16.8 0.0 0.0 22.8 21.2 DesignQueue: 7 0 34 0 0 0 7 45 0 0 34 6 I ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - - --- - - -- - 11/14/2003 15:41 Filename: 10NOPM.OUT page 12 --- - -- ----- - -- - - ---RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: Avd. Encinas (N/S) Cannon Rd. (EIW) INTERSECTION: Avd. Encinas (N/S) Cannon Rd. (E/W) SCENARlO: Short-Term (2010) No Project SCENARlO: Short-Term (2010) No Project COUNT DATE: ANALYST: _____ 07'-/1..;.5 __ /0;..;...3 PEAK HR: AM AGENCY: Carlsbad NEM COUNT DATE: ANALYST: 07/15/03 PEAKHR: PM -N-E-M------AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK LANES (1) HOUR VOLUME VIC MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PMPEAK I LANES (1) HOUR VOLUME VIC NB Left 1 1800 58 0.03 NB Left 1 1800 138 0.08 NB Thru 2 4000 17 0.05 * NB Thru 2 4000 36 0.12 * NBRight 0 0 194 0.00 NB Right 0 0 431 0.00 SB Left 2 3600 92 0.03 * SB Left 2 3600 288 0.08 * SB Thru 1 2000 11 om SB Thru 1 2000 36 0.02 SB Right 1 1800 12 0.01 SB Right 1 1800 36 0.02 EB Left 1 1800 17 0.01 EB Left 1 1800 36 0.02 * EB Thru 2 4000 288 0.12 * EB Thru 2 4000 150 0.05 EB Right 0 0 194 0 EB Right 0 0 35 0 WBLeft 2 3600 394 0.11 * WB Left 2 3600 318 0.09 WBThru 2 4000 155 0.D7 WBThru 2 4000 458 0.19 * WBRight 0 0 139 0.00 WBRight 0 0 288 0.00 NORTH/SOUTH CRITICAL SUMS 0.08 NORTH/SOUTH CRITICAL SUMS 0.20 EASTIWEST CRITICAL SUMS 0.23 EASTIWEST CRITICAL SUMS 0.21 SUM OF CRITICAL VIC RATIO 0.31 SUM OF CRITICAL VIC RATIO 0041 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.41 INTERSECTION CAPACITY UTILIZATION (lCU) 0.51 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61-<= C .71 -<= C .71 -<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81-<= ** extra wide outside lane E .91 -<= E .91-<= F >1.0 F >1.0 Project#: 55-100144.001 11117/2003 - -- - ----- --- -- - - - --RBF Consulting Intersection Capacity Utilization (leU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: 1-5 SBR (N/S) Cannon Rd. (E/W) lNTERSECTION: 1-5 SBR (N/S) Cannon Rd. (E/W) SCENARIO: Short-Tenn (2010) No Project SCENARIO: Short-Tenn (2010) No Project COUNT DATE: 07/15/03 PEAKHR: AM COUNT DATE: 07/15/03 PEAKHR: PM ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: Carlsbad --- MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 0 0 0 0.00 NB Left 0 0 0 0.00 NB Thru 0 0 0 0.00 '" NB Thru 0 0 0 0.00 * NBRight 0 0 0 0.00 NBRight 0 0 0 0.00 SB Left 2 3600 386 0.11 '" SB Left 2 3600 207 0.06 '" SB Thru 0 0 0 0.00 SB Thru 0 0 0 0.00 SB Right 1 1800 486 0.27 I SB Right 1 1800 348 0.19 EB Left 0 0 0 0.00 I EB Left 0 0 0 0.00 EB Thru 2 4000 561 0.14 '" EB Thru 2 4000 703 0.18 * EB Right 1 1800 13 0.01 I EB Right 1 1800 166 0.09 WB Left 2 3600 112 0.03 '" WB Left 2 3600 338 0.09 * WBThru 2 4000 202 0.05 WBThru 2 4000 716 0.18 WB Right 0 0 0 0.00 WB Right 0 0 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.11 NORTH/SOUTH CRITICAL SUMS 0.06 EASTIWEST CRITICAL SUMS 0.17 EASTIWEST CRITICAL SUMS 0.27 SUM OF CRITICAL VIC RATIO 0.28 SUM OF CRITICAL VIC RATIO 0.33 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.38 INTERSECTION CAPACITY UTILIZATION (lCU) 0.43 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61 -<= C .71-<= C .71-<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project #: 55-100144.001 11117/2003 - --- - --- - -- - --- - ---RBF Consulting Intersection Capacity Utilization (leU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAP ACITY UTILIZATION INTERSECTION: 1-5 NBR (N/S) Cannon Rd. (E/W) INTERSECTION: 1-5 NBR (N/S) Cannon Rd. (E/W) SCENARIO: Short-Tenn (2010) No Project SCENARIO: Short-Term (201Q)No Project COUNT DATE: 07/15103 PEAKHR: AM COUNT DATE: ____ ....:o:..;.7:....:l~5/..:..03:.... PEAK HR: PM ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 1 1800 47 0.Q3 * NB Left 1 1800 294 0.16 * NB Thru 0 0 0 0.00 NB Thru 0 0 0 0.00 I NB Right 2 3600 69 0.Q2 NB Right 2 3600 103 0.03 I SB Left 0 0 0 0 SB Left 0 0 0 0 SB Thru 0 0 0 0.00 * SB Thru 0 0 0 0.00 * SB Right 0 0 0 0 SB Right 0 0 0 0 EB Left 2 3600 410 0.11 * EB Left 2 3600 304 0.08 * EB Thru 2 4000 537 0.13 EB Thru 2 4000 606 0.15 EB Right 0 0 0 0 EB Right 0 0 0 0 WBLeft 0 0 0 0 WBLeft 0 0 0 0 WBThru 1 2000 268 0.13 * WBThru 1 2000 760 0.38 * WBRight 2 3600 108 0.03 WB Right 2 3600 372 0.10 NORTH/SOUTH CRIT1CAL SUMS 0.03 NORTH/SOUTH CRIT1CAL SUMS 0.16 EASTIWEST CRITICAL SUMS 0.24 EASTIWEST CRITICAL SUMS 0.46 SUM OF CRIT1CAL VIC RATIO 0.27 SUM OF CRITICAL VIC RATIO 0.62 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.37 INTERSECTION CAPACITY UTILIZATION (ICU) 0.72 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOSL --~-~ C NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61-<= B .61 -<= C .71-<= C .71-<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91 -<= E .91-<= F >1.0 F >1.0 Project#: 55-100144.001 11117/2003 - --- -------- -- - - -- - RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAP ACITY UTILIZATION INTERSECTION: Avd. Encinas (N/S) Palomar Airport (E/W) INTERSECTION: Avd. Encinas (N/S) Palomar Airport (EAV) SCENARIO: Short-Term (2010) No Project SCENARIO: Short-Term (2010) No Project COUNT DATE: 07115/03 PEAKHR: AM COUNT DATE: 07/15/03 PEAKHR: PM ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 1 1800 34 0.02 NB Left 1 1800 131 om * NB Thru 1 2000 159 0.08 * NB Thru 1 2000 180 0.09 NB Right 1 1800 311 0.17 NB Right 1 1800 378 0.21 SB Left 1.5 2700 183 0.07 * SB Left 1.5 2700 498 0.18 SB Thru 0.5 1000 83 0.08 SB Thru 0.5 1000 299 0.30 * SB Right 1 1800 65 0.04 SB Right 1 1800 326 0.18 EB Left 1 1800 204 0.11 EB Left 1 1800 117 om EB Thru 1 2000 521 0.29 * EB Thru 1 2000 248 0.15 * EB Right 0 0 55 0 EB Right 0 0 42 0 WB Left 1 1800 395 0.22 * WB Left 1 1800 355 0.20 * WB Thru 1 2000 233 0.12 WBThru 1 2000 461 0.23 WB Right 1 1800 371 0.21 WB Right 1 1800 223 0.12 NORTH/SOUTH CRITICAL SUMS 0.15 NORTH/SOUTH CRITICAL SUMS 0.37 EASTAVEST CRITICAL SUMS 0.51 EASTAVEST CRITICAL SUMS 0.35 SUM OF CRITICAL VIC RATIO 0.66 SUM OF CRITICAL VIC RATIO 0.72 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.76 INTERSECTION CAPACITY UTILIZATION (ICU) 0.82 LEVEL OF SERVICE (LOS) C LEy~L OF SERVICE (LOS) ------------------------D NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61-<= C .71-<= C .71-<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91 -<= E .91-<= F >1.0 F >1.0 Project #: 55-100144.001 11117/2003 - --- -- - - - ----- - - -- - RBF Consulting Intersection Capacity Utilization (leU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: 1-5 SBR (N/S) Palomar Airport (E/W) INTERSECTION: 1-5 SBR (N/S) Palomar Airport (EIW) SCENARIO: Short-Term (2010) No Project SCENARIO: Short-Term (2010) No Project COUNT DATE: 07115/03 PEAKHR: AM COUNT DATE: 07/15/03 PEAK HR: PM ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (I) HOUR VOLUME VIC NBLeft 0 0 0 0.00 NB Left 0 0 0 0.00 NB Thru 0 0 0 0.00 * NB Thru 0 0 0 0.00 * NB Right 0 0 0 0.00 NB Right 0 0 0 0.00 SB Left 2 3600 439 0.12 * SB Left 2 3600 375 0.10 * SB Thru 0 0 0 0.00 SB Thru 0 0 0 0.00 SB Right 1 1800 210 0.12 SB Right 1 1800 169 0.09 EB Left 0 0 0 0.00 * EB Left 0 0 0 0.00 * EB Thru 3 6000 902 0.17 EB Thru 3 6000 910 0.18 EB Right 0 0 125 0 EB Right 0 0 180 0 WB Left 0 0 0 0 WB Left 0 0 0 0 WBThru 2 4000 800 0.20 * WBThru 2 4000 798 0.20 * WB Right 0 0 0 0.00 WBRight 0 0 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.12 NORTH/SOUTH CRITICAL SUMS 0.10 EASTIWEST CRITICAL SUMS 0.20 EASTIWEST CRITICAL SUMS 0.20 SUM OF CRITICAL VIC RATIO 0.32 SUM; OF CRITICAL VIC RATIO 0.30 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.42 INTERSECTION CAPACITY UTILIZATION (lCU) 0.40 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61-<= B .61 -<= C .71 -<= C .71-<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project #: 55-100144.001 11117/2003 ---- --- - - -- - -- - - -- - RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: 1-5 NBR (N/S) Palomar Airport (EIW) INTERSECTION: 1-5 NBR (N/S) Palomar Airport (E/W) SCENARIO: Short-Term (2010) No Project SCENARIO: Short-Term (2010) No Project COUNT DATE: _____ 0_7/_15_/0'-'--3 PEAK HR: AM COUNT DATE: ____ ~0~7_/1_51_03_ PEAKHR:PM ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PMPEAK i LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 1 1800 168 0.09 * NB Left 1 1800 60 0.03 * NB Thru 0 0 0 0.00 NB Thru 0 0 0 0.00 NB Right 2 3600 1315 0.37 NBRight 2 3600 222 0.06 SB Left 0 0 0 o . SB Left 0 0 0 0 SB Thru 0 0 0 0.00 * SB Thru 0 0 0 0.00 * SB Right 0 0 0 0 SB Right 0 0 0 0 EB Left 1 1800 114 0.06 * EB Left 1 1800 90 0.05 * EB Thru 3 6000 1228 0.20 EBThru 3 6000 1195 0.20 EB Right 0 0 0 0 EB Right 0 0 0 0 WBLeft 0 0 0 0 WB Left 0 0 0 0 WBThru 3 6000 934 0.16 * WBThru 3 6000 1465 0.24 * WBRight 2 3600 342 0.10 WBRight 2 3600 227 0.06 NORTH/SOUTH CRITICAL SUMS 0.09 NORTH/SOUTH CRITICAL SUMS 0.03 EASTfWEST CRITICAL SUMS 0.22 EASTIWEST CRITICAL SUMS 0.29 SUM OF CRITICAL VIC RATIO 0.31 SUM OF CRITICAL VIC RATIO 0.32 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.41 INTERSECTION CAPACITY UTILIZATION (lCU) 0.42 LEVEL OF SERVICE (LOS) A LEYELOF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61-<= B .61 -<= C .71-<= C .71-<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project #: 55-100144.001 11117/2003 --- - --- - - - - -- - - - -- - RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: Avd. Encinas (N/S) Poinsettia Ln. (EIW) INTERSECTION: Avd. Encinas (N/S) Poinsettia Ln. (EIW) SCENARIO: Short-Term (2010) No Project SCENARIO: Short-Term (2010) No Project COUNT DATE: 07/15103 PEAKHR: AM COUNT DATE: 07115103 PEAK HR: PM ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 1 1800 28 0.02 NBLeft 1 1800 59 0.03 NB Thru 1 2000 95 0.05 * NB Thru 1 2000 196 0.10 '" NB Right 1 1800 232 0.13 NBRight 1 1800 508 0.28 SB Left 1 1800 87 0.05 '" SB Left 1 1800 376 0.21 * SB Thru 1 2000 62 0.03 SB Thru 1 2000 217 0.11 SB Right 1 1800 84 0.05 SB Right 1 1800 159 0.09 EB Left 1 1800 149 0.08 * EB Left 1 1800 112 0.06 EB Thru 3 6000 145 0.03 EBThru 3 6000 383 0.07 '" EB Right 0 0 34 0 EB Right 0 0 51 0 WB Left 2 3600 254 0.Q7 WB Left 2 3600 421 0.12 '" WBThru 2 4000 358 0.09 '" WB Thru 2 4000 259 0.06 WB Right 1 1800 284 0.16 WB Right 1 1800 148 0.08 NORTH/SOUTH CRITICAL SUMS 0.10 NORTH/SOUTH CRITICAL SUMS 0.31 EASTIWEST CRITICAL SUMS 0.17 EASTIWEST CRITICAL SUMS 0.19 SUM OF CRITICAL VIC RATIO 0.27 SUM OF CRITICAL VIC RATIO 0.50 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.37 INTERSECTION CAPACITY UTILIZATION (ICU) 0.60 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61-<= C .71-<= C .71-<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81-<= ** extra wide outside lane E .91-<= E .91-<= F >1.0 F >1.0 Project#: 55-100144.001 11117/2003 -------- -- --- --- ---RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: 1-5 SBR (N/S) Poinsettia Ln. (E/W) INTERSECTION: 1-5 SBR (N/S) Poinsettia Ln. (E/W) SCENARIO: Short-Tenn (2010) No Project SCENARIO: Short-Tenn (2010) No Project COUNT DATE: ____ ....:0:.:,7.:...:/1;::5/:.;:,0::...3 PEAK HR: AM COUNT DATE: 07/15/03 PEAK HR: PM -------ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK I LANES (1) HOUR VOLUME VIC MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC NB Left 0 0 0 0.00 I NB Left 0 0 0 0.00 NBThru 0 0 0 0.00 * ' NBThru 0 0 0 0.00 * NBRight 0 0 0 0.00 NB Right 0 0 0 0.00 SB Left 2 3600 89 0.02 * SB Left 2 3600 619 0.17 * SB Thru 0 0 0 0.00 SBThru 0 0 0 0.00 SB Right 1 1800 73 0.04 SB Right 1 1800 131 0.07 EB Left 0 0 0 0.00 EB Left 0 0 0 0.00 EB Thru 2 4000 360 0.09 * EB Thru 2 4000 1083 0.27 * EB Right 1 1800 104 0.06 EB Right 1 1800 185 0.10 WB Left 2 3600 542 0.15 * WBLeft 2 3600 353 0.10 * WBThru 2 4000 823 0.21 WBThru 2 4000 696 0.17 WBRight 0 0 0 0.00 WB Right 0 0 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.02 NORTH/SOUTH CRITICAL SUMS 0.17 EASTIWEST CRITICAL SUMS 0.24 EASTIWEST CRITICAL SUMS 0.37 SUM OF CRITICAL VIC RATIO 0.26 SUM OF CRITICAL VIC RATIO 0.54 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.36 INTERSECTION CAPACITY UTILIZATION (lCU) 0.64 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) B NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61-<= B .61-<= C .71-<= C .71 -<= * Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project#: 55·100144.001 11/17/2003 - -- - --- - -- -- -- -- - - - RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAP ACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: 1-5 NBR (N/S) Poinsettia Ln. (EIW) INTERSECTION: I-5NBR (N/S) Poinsettia Ln. (EIW) SCENARIO: Short-Tenn (2010) No Project SCENARIO: Short-Term (2010) No Project COUNT DATE: 07/15/03 PEAK. HR: AM COUNT DATE: 07/15/03 PEAK HR: PM -------ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK. I LANES (1) HOUR VOLUME VIC MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC NBLeft 1 1800 151 0.08 * , NB Left 1 1800 176 0.10 '" NB Thru 0 0 0 0.00 NB Thru 0 0 0 0.00 NB Right 2 3600 375 0.10 NB Right 2 3600 775 0.22 SB Left 0 0 0 0 SB Left 0 0 0 0 SB Thru 0 0 0 0.00 * SB Thru 0 0 0 0.00 '" SB Right 0 0 0 0 SB Right 0 0 0 0 EB Left 1 1800 79 0.04 * EB Left 1 1800 122 0.07 EB Thru 2 4000 370 0.09 EB Thru 2 4000 1580 0040 '" EB Right 0 0 0 0 EB Right 0 0 0 0 WBLeft 0 0 0 0 WB Left 0 0 0 0'" WBThru 3 6000 1208 0.20 '" WBThru 3 6000 873 0.15 WBRight 1 1800 429 0.24 WBRight 1 1800 167 0.09 NORTH/SOUTH CRITICAL SUMS 0.08 NORTH/SOUTH CRITICAL SUMS 0.10 EASTfWEST CRITICAL SUMS 0.24 EASTfWEST CRITICAL SUMS 0040 SUM OF CRITICAL VIC RATIO 0.32 SUM OF CRITICAL VIC RATIO 0.50 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.42 INTERSECTION CAPACITY UTILIZATION (lCU) 0.60 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61-<= B .61-<= C .71-<= C .71 -<= '" Denotes Critical Movements D .81 -<= '" Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91 -<= E .91-<= F >1.0 F >1.0 Project #: 55-100144.001 11117/2003 I I I I I I I I I I I I I I I I I I I APPENDIX E Short-Term (2010) With Project HCM and ICU Worksheets - ---- - - - - 11/14/2Q_Q315:57 ~,F':i:lgname: 10P.Ml~JJ'l'_ _ _____ page Short Term With Project AM Fri Nov 14, 2003 15:57:18 Scenario: Command: Volume: Geometry: Impact Fee: Trip Generation: Trip Distribution: Paths: Routes: Configuration: Carlsbad Office Campus Short Term (2010) With Project, AM Peak Office Alternative Scenario Report Short Term With project AM Existing Plus Cumulative Plus Project AM Short Term AM Default Geometry Default Impact Fee Project Project Default Paths Default Routes Existing Plus Cumulative Plus Project AM Page 1-1 Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine 1 - -- -- - - -- - 11/14/2003 15: 57 Filename: 10PAM.OUT Paqe 2 Short Term With Project AM Fri Nov 14, 2003 15:57:18 Carlsbad Office Campus Short Term (2010) With Project, AM Peak Office Alternative Trip Generation Report Forecast for AM Peak Zone # Subzone Amount Units Rate In Rate Out 1 Flower Whole 1.00 Flower Wholesa -298.00 -33.00 Zone 1 Subtotal ............................ . 2 Office 6.00 Corporate Offi 10.71 1.19 2 Office 220.00 General Office 2.52 0.28 Zone 2 Subtotal ............................ . Trips Trips In Out -298 -33 -298 -33 64 554 618 7 62 69 TOTAL.................................................. 320 36 Page 2-1 Total % Of Trips Total -331 -93. -331 -93.0 71 19.9 616 173.0 687 193.0 356 100.0 Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - --- --- - - 11/14/2003 15: 57 Filename: 10RlWl.OUT Page Short Term With Project AM Fri Nov 14, 2003 15:57:18 Zone 1 2 1 9.0 9.0 Carlsbad Office Campus Short Term (2010) With Project, AM Peak Office Alternative 2 3 8.0 18.0 8.0 18.0 Trip Distribution Report Percent Of Trips Project TO Gates 4 5 8.0 37.0 8.0 37.0 6 2.0 2.0 7 8 3.0 10.0 3.0 10.0 9 5.0 5.0 Page 3-1 Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine 3 - -- - - - - - - - 11/14/2003 15: 57 Filename: 10PAM.OUT Page 4 Short Term With Project AM Fri Nov 14, 2003 15:57:18 Page 4-1 Carlsbad Office Campus Short Term (2010) With Project, AM Peak Office Alternative -------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C #101 Cannon Rd./Avd. Encinas C 27.8 0.406 C 27.9 0.441 + 0.143 D/V #102 Cannon Rd./I-5 SBR C 22.9 0.488 C 23.1 0.500 + 0.181 D/V #103 Cannon Rd./I-5 NBR B 15.7 0.221 B 15.8 0.237 + 0.137 D/V #104 Palomar Airport Rd./Avd. Encin D 35.3 0.791 D 36.0 0.797 + 0.663 D/V #105 Palomar Airport Rd./I-5 SBR B 18.5 0.347 B 18.0 0.397 -0.420 D/V #106 Palomar Airport Rd./I-5 NBR D 37.3 0.706 D 37.0 0.729 -0.277 D/V #107 Poinsettia Ln./Avd. Encinas C 25.6 0.280 C 25.5 0.290 -0.106 D/V #108 Poinsettia Ln./I-5 SBR B 14.9 0.280 B 14.7 0.280 -0.162 D/V #109 Poinsettia Ln./I-5 NBR B 17.2 0.441 B 17.3 0.441 + 0.059 D/V Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - ----- ---ll/14/200L 1~:.s7 ~_lEmal1\e: 10PAM.OUT Page 5 Short Term With Project AM Fri Nov 14, 2003 15:57:18 Carlsbad Office Campus Short Term (2010) With Project, AM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Page 5-1 ******************************************************************************** Intersection #101 Cannon Rd./Avd. Encinas [e/w: Cannon, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 o (Y+R 41 Critical Vo1./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.441 27.9 C ******************************************************************************** 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---------------1 1---------------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: 1 011 0 2 0 101 1 0 110 201 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 58 17 194 92 11 12 17 288 194 394 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 58 17 194 92 11 12 17 288 194 394 Added Vol: 3 0 8 0 0 0 0 0 29 PasserByVol: 0 0 0 0 0 0 0 0 0 Initial Fut: 61 17 202 92 11 12 17 288 223 User Adj: 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 PHF Volume: 61 17 202 92 11 12 17 288 Reduct Vol: 0 0 0 0 0 0 0 0 1.00 1.00 223 o 74 o 468 1.00 1. 00 468 o 155 1. 00 155 o o 155 1. 00 1. 00 155 o 139 1.00 139 o o 139 1. 00 1.00 139 o Reduced Vol: 61 17 202 92 11 12 17 288 PCE Adj: 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 Final Vol.: 61 17 202 92 II 12 17 288 223 468 155 139 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 223 468 155 139 ------------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 0.82 0.82 0.92 1.00 0.85 0.95 0.89 0.89 0.92 0.88 0.88 Lanes: 1.00 1.00 1.00 2.00 1.00 1.00 1.00 1.13 0.87 2.00 1.05 0.95 Final Sat.: 1805 1556 1556 3502 1900 1615 1805 1902 1473 3502 1768 1586 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.01 0.13 0.03 0.01 0.01 0.01 0.15 0.15 0.13 0.09 0.09 Crit Moves: **** **** Green Time: 14.9 29.1 29.1 7.0 Volume/Cap: 0.23 0.04 0.45 0.38 De1ay/Veh: 37.9 25.4 29.5 45.4 1. 00 45.4 User De1Adj: 1.00 1.00 1.00 AdjDel/Veh: 37.9 25.4 29.5 DesignQueue: 3 1 8 5 21.2 0.03 31.2 1. 00 31.2 o 21.2 0.03 31.3 1. 00 31.3 1 26.3 0.04 27.4 1.00 27.4 1 **** 33.9 0.45 26.0 1.00 26.0 II 33.9 0.45 26.0 1. 00 26.0 8 **** 30.0 0.45 28.6 1.00 28.6 19 37.6 0.23 21.4 1.00 21.4 5 37.6 0.23 21.4 1.00 21.4 5 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - ---- - ---- I I 1 I 1 1 1 1 1 I I I I 1 I 1 I 1 1 I I 1 1 1 ll/14[:2003 15:57 Filename:JJ)J?8M.OUT ~________ _ ...l?9ge Short Term With Project AM Fri Nov 14, 2003 15:57:18 Carlsbad Office Campus Short Term (2010) With Project, AM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Page 6-1 ******************************************************************************** Intersection #102 Cannon Rd./I-5 SBR [e/w: Cannon, n/s: SBR] ******************************************************************************** Cycle (sec): Loss Time (sec): 120 o (Y+R 46 Critical Vo1./Cap. (X): 4 sec) Average Delay (sec/veh): 0.500 23.1 C Optimal Cycle: Level Of Service: ******************************************************************************** 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: o 0 0 10 10 10 0 10 10 7 10 o Lanes: o 0 0 0 0 200 0 1 0 020 1 2 020 0 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: Base Vol: 0 0 0 386 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 386 Added vol: 0 0 0 0 PasserByVol: 0 0 0 0 Initial Fut: 0 0 0 386 User Adj: 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 386 Reduct Vol: 0 0 0 0 Reduced Vol: 0 0 0 386 PCE Adj: 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 386 o o o o 1. 00 1. 00 o o o 1. 00 1. 00 o 486 0 561 13 112 202 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 486 0 561 13 112 202 0 16 0 8 0 0 58 0 000 0 000 502 0 569 13 112 260 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 1.00 502 0 569 13 112 260 0 000 000 0 502 0 569 13 112 260 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 1.00 502 0 569 13 112 260 0 6 ------------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 0.95 0.85 0.92 0.95 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3502 0 1615 0 3610 1615 3502 3610 0 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.11 0.00 0.31 0.00 0.16 0.01 0.03 0.07 0.00 Crit Moves: Green Time: 0.0 Volume/Cap: 0.00 De1ay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 0.0 1. 00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o 74.5 0.18 9.7 1. 00 9.7 10 0.0 0.00 0.0 1. 00 0.0 o **** 74.5 0.50 12.9 1.00 12.9 14 0.0 0.00 0.0 1. 00 0.0 o **** 37.8 0.50 33.8 1.00 33.8 27 37.8 0.03 28.4 1. 00 28.4 1 **** 7.7 0.50 56.1 1. 00 56.1 7 45.5 0.19 25.0 1.00 25.0 11 0.0 0.00 0.0 1. 00 0.0 o ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - --- -- ---11/14/200:3 15:57 ];,ilename: lQR}\M.O_UT Page 7 Short Term With Project AM Fri Nov 14, 2003 15:57:18 Page 7-1 Carlsbad Office Campus Short Term (2010) With Project, AM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #103 Cannon Rd./I-5 NBR [e/w: Cannon, n/s: NBR] ******************************************************************************** Cycle (sec): 120 Loss Time (sec): Optimal Cycle: o (Y+R 30 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.237 15.8 B ******************************************************************************** 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 Include 10 Rights: Include Include Include Min. Green: 10 10 10 0 0 0 7 10 a 0 10 1 Lanes: 1 0 0 0 2 0 0 0 0 0 2 a 2 0 0 0 0 1 1 ------------1---------------11---------------11---------------11------Volume Module: Base Vol: 47 0 Growth Adj: 1.00 1.00 Initial Bse: 47 0 Added Vol: 0 0 PasserByVol: 0 0 Initial Fut: 47 0 User Adj: 1.00 1.00 PHF Adj: 1.00 1.00 PHF Volume: 47 0 Reduct Vol: 0 0 Reduced Vol: 47 0 PCE Adj: 1.00 1.00 MLF Adj: 1.00 1.00 Final Vol.: 47 0 ------------1--- Saturation Flow Module: 69 0 0 0 410 537 0 0 268 108 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 69 a 0 0 410 537 0 0 268 108 o 0 0 0 2 6 0 0 58 0 000 0 000 000 69 0 0 0 412 543 0 0 326 108 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 69 0 0 0 412 543 0 0 326 108 000 0 000 000 69 0 a 0 412 543 0 0 326 108 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 69 0 0 0 412 543 0 0 326 108 11---------------11---------------11---------------1 Sat/Lane: 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.75 1.00 1.00 Lanes: 1.00 0.00 2.00 0.00 0.00 Final Sat.: 1805 0 2842 0 0 1900 1900 1900 1900 1900 1900 1.00 0.92 0.95 1.00 1.00 0.91 0.00 2.00 2.00 0.00 0.00 2.00 o 3502 3610 0 0 3476 1900 0.91 1.00 1738 ------------1---------------11-----11---------------11---Capacity Analysis Module: Vol/Sat: 0.03 0.00 0.02 0.00 0.00 0.00 0.12 0.15 0.00 0.00 0.09 Crit Moves: **** Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/veh: DesignQueue: 13.2 0.24 49.5 1. 00 49.5 3 0.0 0.00 0.0 1. 00 0.0 o 13.2 0.22 49.1 1.00 49.1 4 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o **** 59.5 107 0.24 0.17 17.4 0.9 1.00 1.00 17.4 0.9 14 4 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 47.4 0.24 24.3 1.00 24.3 13 ---I 0.06 47.4 0.16 23.5 1. 00 23.5 4 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine ---- -- -- -- I I I I 1 I 1 I 1 1 1 1 1 I I 1 1 1 I 1 I I I I 1 1 I I I 1 I 1 11/14/2003 15:57 Filename: 10PAM.OUT Page Short Term With Project AM Fri Nov 14, 2003 15:57:18 Page 8-1 Carlsbad Office Campus Short Term (2010) With Project, AM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #104 Palomar Airport Rd./Avd. Encinas [e/w: PAR, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 o (Y+R 112 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.797 36.0 D ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Lanes: 1 a 1 0 1 1 1 0 0 1 1 0 a 1 0 1 a 1 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------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.: ------------1 34 1. 00 34 o o 34 1.00 1.00 34 o 34 159 1.00 159 42 a 201 1.00 1. 00 201 o 201 1.00 1.00 1.00 1.00 34 201 Saturation Flow Module: 311 183 83 65 204 521 55 395 233 371 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 311 183 83 65 204 521 55 395 233 371 o 17 5 3 26 0 0 a 0 150 000000 a 000 311 200 88 68 230 521 55 395 233 521 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 1.00 311 200 88 68 230 521 55 395 233 521 000 0 000 000 311 200 88 68 230 521 55 395 233 521 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 1.00 311 200 88 68 230 521 55 395 233 521 11---------------11---------------11---------------1 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.97 0.97 0.85 0.95 0.99 Lanes: 1.00 1.00 1.00 1.39 0.61 1.00 1.00 0.90 Final Sat.: 1805 1900 1615 2549 1122 1615 1805 1695 1900 1900 1900 1900 0.99 0.95 1.00 0.85 0.10 1.00 1.00 1.00 179 1805 1900 1615 8 ------------1---------------11---------------11-------11---------------1 Capacity Analysis Module: Vol/Sat: 0.02 0.11 0.19 0.08 0.08 0.04 0.13 0.31 Crit Moves: **** Green Time: 24.1 24.1 24.1 Volume/cap: 0.08 0.44 0.80 Delay/Veh: 29.4 32.9 46.8 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 29.4 32.9 46.8 DesignQueue: 1 9 14 10.0 0.78 54.5 1. 00 54.5 10 **** 10.0 0.78 54.5 1. 00 54.5 4 10.0 0.42 44.1 1. 00 44.1 3 18.7 0.68 43.6 1. 00 43.6 11 **** 38.5 0.80 33.6 1. 00 33.6 19 0.31 38.5 0.80 33.6 1.00 33.6 2 0.22 0.12 **** 27.4 0.80 42.7 1. 00 42.7 17 47.2 0.26 16.0 1.00 16.0 7 0.32 47.2 0.68 23.1 1. 00 23.1 16 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - -- - -- - - - 11iJ..a/2003 15: 5'L_ ~:i,l§!Illl.me: 1QRAM,_OUT Page Short Term With Project AM Fri Nov 14, 2003 15:57:18 Carlsbad Office Campus Short Term (2010) With Project, AM Peak Office Alternative Level Of Service Computation Report Page 9-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #105 Palomar Airport Rd./I-5 SBR [e/w: PAR, n/s: SBRJ ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 150 o (Y+R 38 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.397 18.0 B ******************************************************************************** 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 Rights: Include Include Include Min. Green: 0 0 o 10 10 10 0 10 10 Lanes: 0 0 0 0 020 001 002 1 0 ------------1-------11---------------11---------------11 Volume Module: o Protected Include o 10 o 2 0 0 o -------1 Base Vol: 0 0 0 439 0 210 0 902 125 0 800 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 0 439 0 210 0 902 125 0 800 0 Added Vol: 0 0 0 0 0 10 0 14 3 0 141 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 439 0 220 0 916 128 0 941 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 PHF Volume: 0 0 0 439 0 220 0 916 128 0 941 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 439 0 220 0 916 128 0 941 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 0 439 0 220 0 916 128 0 941 0 --1---------------11---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 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 Lanes: 0.00 0.00 0.00 2.00 0.00 Final Sat.: 0 0 0 3502 0 ------------1---------------11 Capacity Analysis Module: 1.00 0.00 2.63 0.37 1615 0 4469 625 --11---------------11 0.00 o 1900 0.95 2.00 3610 Vol/Sat: 0.00 0.00 0.00 0.13 0.00 0.14 0.00 0.20 **** 0.20 0.00 0.26 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/veh: DesignQueue: 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 51. 5 0.37 37.2 1. 00 37.2 25 0.0 0.00 0.0 1. 00 0.0 o **** 51.5 0.40 37.9 1. 00 37.9 12 0.0 98.5 0.00 0.31 0.0 11.2 1.00 1.00 0.0 11. 2 o 28 98.5 0.31 11.2 1.00 11.2 4 0.0 0.00 0.0 1.00 0.0 o **** 98.5 0.40 12.1 1.00 12.1 29 1900 1.00 0.00 o 0.00 0.0 0.00 0.0 1.00 0.0 o 1 9 ******************************************************************************** Traffix 7.5.0715 (cl 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine --- - --- - --11/14/2003 15:57 Filename: 10PAM.OUT Page 10 Short Term With Project AM Fri Nov 14, 2003 15:57:18 Carlsbad Office Campus Short Term (2010) With Project, AM Peak Office Alternative Level Of Service Computation Report Page 10-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #106 Palomar Airport Rd./I-5 NBR [e/w: PAR, n/s: NBRJ ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 150 o (Y+R 84 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.729 37.0 D ******************************************************************************** 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------- Control: Protected Protected Protected Protected Rights: Ovl Include Include Include Min. Green: 10 0 10 0 0 0 7 10 10 0 10 10 Lanes: 1 0 0 0 2 000 0 0 1 0 300 0 0 302 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 168 0 1315 0 0 0 114 1228 0 0 934 342 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: 168 0 1315 0 0 0 114 1228 0 0 934 342 Added Vol: 22 0 0 0 0 0 1 13 0 0 118 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 190 0 1315 0 0 0 115 1241 0 0 1052 342 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: 190 0 1315 0 0 0 115 1241 0 0 1052 342 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 190 0 1315 0 0 0 115 1241 0 0 1052 342 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 0 1315 0 0 0 115 1241 0 0 1052 342 1---------------11---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 Adjustment: 0.95 1.00 0.75 Lanes: 1.00 0.00 2.00 Final Sat.: 1805 0 2842 ------------1---------------11 Capacity Analysis Module: 1900 1.00 0.00 o 1900 1. 00 0.00 o 1900 1900 1900 1900 1900 1900 1900 1.00 0.95 0.91 1.00 1.00 0.91 0.75 0.00 1.00 3.00 0.00 0.00 3.00 2.00 o 1805 5187 0 0 5187 2842 11---------------11---------------1 Vol/Sat: 0.11 0.00 0.46 0.00 0.00 0.00 0.06 0.24 0.00 0.00 0.20 0.12 Crit Moves: **** Green Time: 95.2 0.0 95.2 Volume/Cap: 0.17 0.00 0.73 Delay/Veh: 11.3 0.0 20.2 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 11.3 0.0 20.2 DesignQueue: 6 0 44 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 13.1 54.8 0.73 0.65 82.5 1. 00 82.5 9 40.5 1. 00 40.5 70 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o **** 41. 7 0.73 50.9 1. 00 50.9 67 41.7 0.43 44.8 1. 00 44.8 21 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - --- -- -- - 11/14/2003 15:57 Filename: 10PAM.OUT Page 11 Short Term with Project AM Fri Nov 14, 2003 15:57:18 Page 11-1 Carlsbad Office Campus Short Term (2010) With project, AM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #107 Poinsettia Ln./Avd. Encinas [e/w: Poinsettia, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 o (Y+R 43 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.290 25.5 C ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Prot+Permit Prot+Permit 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---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 28 95 Growth Adj: 1.00 1.00 Initial Bse: 28 95 Added Vol: 0 10 PasserByVo1: 0 0 Initial Fut: 28 105 User Adj: 1.00 1.00 PHF Adj: 1.00 1.00 PHF Volume: 28 105 Reduct Vol: 0 0 Reduced Vol: 28 105 PCE Adj: 1.00 1.00 MLF Adj: 1.00 1.00 Final Vol.: 28 105 232 87 62 84 149 145 34 254 358 284 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 232 87 62 84 149 145 34 254 358 284 o 3 1 1 6 0 0 0 0 26 000 0 000 000 232 90 63 85 155 145 34 254 358 310 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 1.00 232 90 63 85 155 145 34 254 358 310 000 0 0 0 0 000 232 90 63 85 155 145 34 254 358 310 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 1.00 232 90 63 85 155 145 34 254 358 310 ------------1------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 Adjustment: 0.76 1.00 Lanes: 1.00 1.00 Final Sat.: 1453 1900 ------------1------ 1900 1900 1900 1900 1900 1900 1900 1900 1900 0.85 0.68 1.00 0.85 0.95 0.88 0.88 0.92 0.95 1.00 1.00 1.00 1.00 1.00 2.43 0.57 2.00 2.00 1615 1295 1900 1615 1805 4084 958 3502 3610 11---------------11---------------11------- Capacity Analysis Module: 1900 0.85 1.00 1615 Vol/Sat: 0.02 0.06 0.14 0.07 0.03 0.05 0.09 0.04 0.04 0.07 0.10 0.19 Crit Moves: **** **** Green Time: 41.1 30.5 30.5 34.7 Volume/Cap: 0.05 0.18 0.47 0.20 Delay/Veh: 17.7 25.7 28.9 22.7 User De1Adj: 1.00 1.00 1.00 AdjDel/Veh: 17.7 25.7 28.9 DesignQueue: 1 4 9 1. 00 22.7 5 24.2 0.14 29.9 1.00 29.9 3 24.2 0.22 30.6 1. 00 30.6 4 **** 18.2 10.0 0.47 0.36 37.7 42.4 1.00 1.00 37.7 42.4 7 7 10.0 0.36 42.4 1. 00 42.4 2 48.9 0.15 14.1 1.00 14.1 7 40.7 0.24 19.6 1. 00 19.6 12 **** 40.7 0.47 22.3 1.00 22.3 11 1 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine -- ---- - --- 1 1 I 1 I I I 1 I I I \ 1 1 I 1 I 1 1 1 I 1 1 1 I 1 1 I 1 1 1 I 11/14/2003 15:57 Filename: 10PAM.OUT Page 12 Short Term With Project AM Fri Nov 14, 2003 15:57:18 Page 12-1 Carlsbad Office Campus Short Term (2010) With Project, AM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #108 Poinsettia Ln./I-5 SBR [e/w: Poinsettia, n/s: SBR] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 o (Y+R 32 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.280 14.7 B ******************************************************************************** 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: 0 0 0 10 10 10 0 10 10 7 10 0 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 2 0 2 0 0 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: Base Vol: 0 0 0 89 0 73 0 360 104 542 823 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 89 0 73 0 360 104 542 823 0 Added Vol: 0 0 0 0 0 0 0 2 1 0 26 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 89 0 73 0 362 105 542 849 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 PHF Volume: 0 0 0 89 0 73 0 362 105 542 849 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 89 0 73 0 362 105 542 849 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 89 0 73 0 362 105 542 849 0 ------------1---------------1 1---------------1 1---------------1 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 0.92 1.00 0.85 1.00 0.95 0.85 0.92 0.95 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 2.00 2.00 Final Sat.: 0 0 0 3502 0 1615 0 3610 1615 3502 3610 ------------1---------------11---------------11---------------11 Capacity Analysis Module: 0.00 o -----1 Vol/Sat: 0.00 0.00 0.00 0.03 0.00 0.05 0.00 0.10 0.07 0.15 0.24 0.00 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o **** 10.9 0.28 51.4 1.00 51.4 5 0.0 0.00 0.0 1. 00 0.0 o 10.9 0.50 54.6 1.00 54.6 4 0.0 0.00 0.0 1. 00 0.0 o **** 42.9 0.28 27.6 1.00 27.6 16 42.9 0.18 26.6 1. 00 26.6 5 **** 66.2 0.28 14.3 1.00 14.3 17 109 0.26 0.7 1.00 0.7 5 0.0 0.00 0.0 1.00 0.0 o ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - -- - - - - --11(14(2003 15:57 Filename: 10PAM.OUT Page 13 Short Term With Project AM Fri Nov 14, 2003 15:57:18 Carlsbad Office Campus Short Term (2010) With Project, AM Peak Office Alternative Level Of Service Computation Report Page 13-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #109 Poinsettia Ln./I-5 NBR [e/w: Poinsettia, n/s: NBRJ ******************************************************************************** Cycle (sec): Loss Time (sec): 120 o (Y+R 41 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): 0.441 17.3 B Optimal Cycle: Level Of Service: ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 0 0 0 7 10 0 0 10 10 Lap.es: 1 0 0 0 2 000 0 0 1 020 0 0 0 3 0 1 1---------------11---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 151 0 375 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 Initial Bse: 151 0 375 0 0 Added Vol: 10 0 0 0 0 PasserByVol: 0 0 0 0 0 Initial Fut: 161 0 375 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 PHF Volume: 161 0 375 0 0 Reduct Vol: 0 0 0 0 0 Reduced Vol: 161 0 375 0 0 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.: 161 0 375 0 0 ------------1---------------11--- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.75 1.00 1.00 Lanes: 1.00 0.00 2.00 0.00 0.00 Final Sat.: 1805 0 2842 0 0 ------------1---------------11-------Capacity Analysis Module: o 79 370 0 1.00 1.00 1.00 1.00 o 79 370 0 002 0 o 0 0 0 o 79 372 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o 79 372 0 o 0 0 0 o 79 372 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o 79 372 0 ---11---------------11 o 1208 1. 00 1208 16 o 1.00 o o o o 1.00 1.00 o o 1224 1.00 1.00 1224 o o 1224 1.00 1.00 1.00 1.00 o 1224 429 1.00 429 o o 429 1.00 1.00 429 o 429 l.00 l.00 1900 1900 1900 1.00 0.95 0.95 0.00 1.00 2.00 1900 1900 1900 1900 1.00 1.00 0.91 0.85 0.00 0.00 3.00 1.00 o 1805 3610 o 0 5187 1615 11------11---------------1 Vol/Sat: 0.09 0.00 0.13 0.00 0.00 0.00 0.04 0.10 0.00 0.00 0.24 0.27 Crit Moves: **** Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/veh: DesignQueue: 35.9 0.30 32.7 l. 00 32.7 8 0.0 0.00 0.0 1. 00 0.0 o 35.9 0.44 34.3 l. 00 34.3 18 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 1l.9 0.44 52.7 1.00 52.7 5 84.1 0.15 6.0 1. 00 6.0 8 0.0 0.00 0.0 l.00 0.0 o 0.0 0.00 0.0 l. 00 0.0 o 72 .2 0.39 12.5 1. 00 12.5 34 **** 72.2 0.44 13.3 1. 00 13.3 12 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine -- - - - - -- --11(14/2003 15:57 Filename: 10PAM.OUT Page 14 - -- - - -- - - 11/14/2 O~L_~-,QO _F'i1 ename : 10PRM~OUT Page Short Term With Project PM Fri Nov 14, 2003 16:00:28 Scenario: Command: Volume: Geometry: Impact Fee: Trip Generation: Trip Distribution: Paths: Routes: Configuration: Carlsbad Office Campus Short Term (2010) With Project, PM Peak Office Alternative Scenario Report Short Term With Project PM Existing Plus Cumulative Plus Project PM Short Term PM Default Geometry Default Impact Fee Project Project Default Paths Default Routes Existing Plus Cumulative Plus Project PM Page 1-1 Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine 1 - - - -- - - -- - 1l/14l2003 16:00 Filename: 10PPM.OUT Page 2 Short Term With Project PM Fri Nov 14, 2003 16:00:28 Page 2-1 Carlsbad Office Campus Short Term (2010) With Project, PM Peak Office Alternative Zone # Subzone Trip Generation Report Forecast for PM Peak Amount Units Rate In Rate Out 1 Flower Whole 1.00 Flower Wholesa -60.00 -246.00 Zone 1 Subtotal ............................ . 2 Office 2 Office 6.00 Corporate Offi 220.00 General Office Zone 2 Subtotal 1.12 10.08 0.52 2.08 TOTAL ................................................. . Trips Trips Total % Of In Out Trips Total -60 -246 -306 -91. -60 -246 -306 -91.9 7 114 121 61 60 458 518 272 67 20.1 572 171. 8 639 191. 9 333 100.0 Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - -- ---- - - 11/14/20Q1 16:00 ~_ename: 10PPM.OUT Page Short Term With Project PM Fri Nov 14, 2003 16:00:28 Carlsbad Office Campus Short Term (2010) With Project, PM Peak Office Alternative ------------------------------------------------------- Trip Distribution Report Percent Of Trips Project To Gates 1 2 3 4 5 6 7 8 Zone 1 9.0 8.0 18.0 8.0 37.0 2.0 3.0 10.0 2 9.0 8.0 18.0 8.0 37.0 2.0 3.0 10.0 Page 3-1 9 5.0 5.0 Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine 3 - - -- - - - -- - 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 11L14/2003 __ H:00 __ Filename: ~PM.OUT Page 4 Short Term With project PM Fri Nov 14, 2003 16:00:29 Page 4-1 -------------------------------------------------------------------------------- Carlsbad Office Campus Short Term (2010) With Project, PM Peak Office Alternative ----------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Dell VI Dell VI in LOS Veh C LOS Veh C #101 Cannon Rd./Avd. Encinas C 29.7 0.600 C 30.5 0.641 + 0.780 Dlv #102 Cannon Rd./I-5 SBR C 25.2 0.507 C 25.0 0.526 -0.222 D/v #103 Cannon Rd./I-5 NBR C 23.1 0.480 C 23.0 0.487 -0.115 D/v #104 Palomar Airport Rd./Avd. Encin D 41.4 0.821 D 42.2 0.868 + 0.756 D/v #105 Palomar Airport Rd./I-5 SBR B 16.5 0.328 B 15.9 0.348 -0.614 D/v #106 Palomar Airport Rd./I-5 NBR B 12.9 0.413 B 13.0 0.422 + 0.036 D/v #107 Poinsettia Ln./Avd. Encinas C 29.2 0.528 C 29.5 0.542 + 0.307 D/v #108 Poinsettia Ln./I-5 SBR C 23.7 0.578 C 23.6 0.581 -0.062 D/V #109 Poinsettia Ln./I-5 NBR C 23.4 0.710 C 23.4 0.714 -0.009 D/v Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine ---- - - ---11/14/2Q03 16:00 Filename: 10P~.9UT Page Short Term With Project PM Fri Nov 14, 2003 16:00:29 Page 5-1 Carlsbad Office Campus Short Term (2010) With Project, PM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #101 Cannon Rd./Avd. Encinas [e/w: Cannon, n/s: Encinas] ******************************************************************************** Cycle (sec): 100 Loss Time (sec): Optimal Cycle: o (Y+R 63 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.641 30.5 C ******************************************************************************** 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---------------1 1---------------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: 1 0 110 2 0 1 0 1 101 1 0 2 0 1 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 138 36 Growth Adj: 1.00 1.00 Initial Bse: 138 36 o a 36 Added vol: 24 PasserByVol: 0 Initial Fut: 162 User Adj: 1.00 PHF Adj: 1. 00 PHF Volume: 162 Reduct Vol: 0 Reduced Vol: 162 PCE Adj: 1.00 MLF Adj: 1.00 Final Vol.: 162 1---- 1.00 1.00 36 o 36 1. 00 1.00 36 Saturation Flow Module: 431 288 36 36 36 150 35 318 458 288 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 431 288 36 36 36 150 35 318 458 288 63 a 0 0 a 0 5 14 0 0 000 0 a 0 000 0 494 288 36 36 36 150 40 332 458 288 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 1.00 494 288 36 36 36 150 40 332 458 288 000 0 0 a 0 000 494 288 36 36 36 150 40 332 458 288 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 1.00 494 288 36 36 36 150 40 332 458 288 11---------------11---------------11---------------1 Sat/Lane: 1900 1900 1900 1900 1900 Adjustment: 0.90 0.82 0.82 0.92 1.00 Lanes: 1.00 1.00 1.00 2.00 1.00 Final sat.: 1710 1552 1552 3502 1900 1900 1900 1900 1900 1900 1900 1900 0.85 0.90 0.92 0.92 0.92 0.89 0.89 1.00 1.00 1.58 0.42 2.00 1.23 0.77 1615 1710 2759 736 3502 2088 1313 ------------1---------------11------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.09 0.02 0.32 0.08 0.02 0.02 0.02 0.05 0.05 0.09 0.22 0.22 Crit Moves: **** **** Green Time: 50.1 47.7 47.7 12.3 10.0 10.0 Volume/Cap: 0.19 0.05 0.67 0.67 0.19 0.22 Delay/veh: 13.9 14.0 22.2 45.8 User DelAdj: 1.00 1.00 1.00 1.00 AdjDel/Veh: 13.9 14.0 22.2 45.8 DesignQueue: 5 1 15 14 41.8 1.00 41.8 2 42.1 1. 00 42.1 2 **** 7.0 10.0 0.30 0.54 45.6 44.6 1.00 1.00 45.6 44.6 2 8 10.0 0.54 44.6 1.00 44.6 2 29.9 0.32 27.3 1.00 27.3 13 **** 32.9 0.67 30.4 1.00 30.4 18 32.9 0.67 30.4 1. 00 30.4 11 5 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine ----- -- ---11L14/2003 16: 00 ~lemame: 10PPI1.QW Page 6 Short Term With Project PM Fri Nov 14, 2003 16:00:29 Page 6-1 Carlsbad Office Campus Short Term (2010) With Project, PM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #102 Cannon Rd./I-5 SBR [e/w: Cannon, n/s: SBR] ******************************************************************************** Cycle (sec): 120 Critical Vol./Cap. (X): 0.526 25.0 C Loss Time (sec): o (Y+R 4 sec) Average Delay (sec/veh): Optimal Cycle: 48 Level Of Service: ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 10 10 10 a 10 10 7 10 0 Lanes: 0 a 0 a 0 2 0 a 0 1 0 0 2 0 1 2 0 2 0 a ------------1---------------1 1---------------1 1---------------1 1--- Volume Module: Base Vol: 0 a Growth Adj: 1.00 1.00 Initial Bse: 0 0 Added Vol: 0 0 PasserByVol: 0 0 Initial Fut: 0 0 User Adj: 1.00 1.00 PHF Adj: 1.00 1.00 PHF Volume: a a Reduct Vol: 0 a Reduced Vol: a 0 PCE Adj: 1.00 1.00 MLF Adj: 1.00 1.00 Final Vol.: 0 0 ------------1--- Saturation Flow Module: o 207 0 348 a 703 1.00 1.00 1.00 1.00 1.00 1.00 a 207 0 348 0 703 o 0 0 3 a 63 000 0 0 0 o 207 a 351 0 766 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 a 207 0 351 a 766 o 0 0 a a 0 a 207 0 351 0 766 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 a 207 a 351 0 766 ----11---------------11---- 166 338 716 a 1.00 1.00 1.00 1.00 166 338 716 0 o a 11 0 000 0 166 338 727 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 166 338 727 0 a 0 a a 166 338 727 a 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 166 338 727 a 11---------------1 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.92 1.00 0.85 0.95 0.95 0.85 0.92 0.95 1.00 Lanes:· 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: a 0 0 3502 0 1615 a 3610 1615 3502 3610 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.06 0.00 0.22 0.00 0.21 0.10 0.10 0.20 0.00 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 49.6 0.14 22.0 1. 00 22.0 8 0.0 0.00 0.0 1.00 0.0 o **** 49.6 0.53 27.2 1.00 27.2 14 **** 0.0 48.4 0.00 0.53 0.0 1. 00 0.0 a 27.5 1.00 27.5 32 48.4 0.25 24.0 1. 00 24.0 7 **** 22.0 0.53 45.1 1. 00 45.1 19 70.4 0.34 12.9 1.00 12.9 21 0.0 0.00 0.0 1. 00 0.0 o ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - ---- --- - 11/14/2003 16: 00 XUename: 10PPI-!._QlJT Page Short Term With Project PM Fri Nov 14, 2003 16:00:29 Page 7-1 Carlsbad Office Campus Short Term (2010) With Project, PM Peak Office Alternative Level Of Service Computation Report 2000 HCM operations Method (Future Volume Alternative) ******************************************************************************** Intersection #103 Cannon Rd./I-5 NBR [e/w: Cannon, n/s: NBR] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 o (Y+R 44 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.487 23.0 C ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 0 0 0 7 10 0 0 10 10 Lanes: 10002 0 0 000 2 0 200 0 0 1 1 1 ------------1 ------11---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 294 0 103 Growth Adj: 1.00 1.00 1.00 Initial Bse: 294 0 103 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 294 0 103 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 294 0 103 Reduct Vol: 0 0 0 Reduced Vol: 294 0 103 PCE Adj: 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 Final vol.: 294 0 103 o o 1.00 1.00 o 0 o 0 o 0 o 0 1.00 1.00 1.00 1.00 o 0 o 0 o 0 1.00 1.00 1.00 1.00 o 0 ------------1---------------1 I--Saturation Flow Module: o 1. 00 o o o o 1. 00 1. 00 o o 304 1.00 304 14 o 318 1. 00 1. 00 318 o o 318 1.00 1.00 1.00 1.00 o 318 -----11--- 606 1.00 606 49 o 655 1.00 1.00 655 o 655 1.00 1.00 655 o 0 760 372 1.00 1.00 1.00 1.00 o 0 760 372 o 0 11 0 000 0 o 0 771 372 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o 0 771 372 000 0 o 0 771 372 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o 0 771 372 --11---------------1 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 1.00 0.75 0.95 1.00 1.00 0.92 0.95 1.00 0.95 0.90 0.90 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.00 1.00 Final Sat.: 1710 0 2842 0 0 0 3502 3610 0 0 3433 1717 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.17 0.00 0.04 0.00 0.00 0.00 0.09 0.18 0.00 0.00 0.22 0.22 Crit Moves: **** Green Time: 42.3 0.0 Volume/Cap: 0.49 0.00 Delay/Veh: 31.0 0.0 User DelAdj: 1.00 1.00 AdjDel/Veh: 31.0 0.0 DesignQueue: 13 0 42.3 0.10 26.1 1.00 26.1 4 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 22.4 0.49 44.3 1. 00 44.3 18 77.7 0.28 9.2 1. 00 9.2 16 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o **** 55.3 0.49 22.7 1.00 22.7 29 55.3 0.47 22.4 1. 00 22.4 14 7 ******************************************************************************** Traffix 7.5.0715 (c) 2002 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 11/14/2003 16:00 Filename: 10PPM.OUT Page 8 Short Term With Project PM Fri Nov 14, 2003 16:00:29 Page 8-1 Carlsbad Office Campus Short Term (2010) With Project, PM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #104 palomar Airport Rd./Avd. Encinas [e/w: PAR, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): 100 o (Y+R 173 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): 0.868 42.2 D Optimal Cycle: Level Of Service: ******************************************************************************** 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: Split Phase split Phase Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 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 0 1 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 131 Growth Adj: 1.00 Initial Bse: 131 Added Vol: 0 PasserByVol: 0 Initial Fut: 131 User Adj: 1.00 PHF Adj: 1.00 PHF Volume: 131 Reduct Vol: 0 Reduced Vol: 131 PCE Adj: 1.00 MLF Adj: 1.00 Final Vol.: 131 1----- 180 1.00 180 8 o 188 1.00 1.00 188 o 188 1.00 1.00 188 Saturation Flow Module: 378 498 299 326 117 248 1.00 1.00 1.00 1.00 1.00 1.00 378 498 299 326 117 248 o 128 35 22 5 0 000 0 0 0 378 626 334 348 122 248 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 378 626 334 348 122 248 000 0 0 0 378 626 334 348 122 248 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 378 626 334 348 122 248 --11---------------11-- 42 355 461 223 1.00 1.00 1.00 1.00 42 355 461 223 o 0 0 29 000 0 42 355 461 252 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 42 355 461 252 000 0 42 355 461 252 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 42 355 461 252 11---------------1 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 1.00 0.85 0.92 0.97 0.85 0.90 0.98 0.98 0.90 1.00 0.85 Lanes: 1.00 1.00 1.00 1.33 0.67 1.00 1.00 0.86 0.14 1.00 1.00 1.00 1615 Final Sat.: 1710 1900 1615 2315 1235 1615 1710 1589 269 1710 1900 ------------1---------------11---------------11---------------11-----I Capacity Analysis Module: Vol/Sat: 0.08 0.10 0.23 0.27 0.27 0.22 0.07 0.16 0.16 0.21 0.24 0.16 Crit Moves: **** Green Time: 27.0 27.0 27.0 Volume/Cap: 0.28 0.37 0.87 Delay/Veh: 29.2 30.1 51.6 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 29.2 30.1 51.6 DesignQueue: 5 8 16 31.2 0.87 40.0 1.00 40.0 26 **** 31.2 0.87 40.0 1.00 40.0 14 31.2 0.69 34.3 1.00 34.3 14 9.5 0.75 61.5 1. 00 61.5 6 **** 18.0 0.87 60.6 1.00 60.6 12 18.0 0.87 60.6 1.00 60.6 2 **** 23.9 0.87 54.2 1. 00 54.2 16 32.4 0.75 35.3 1.00 35.3 19 32.4 0.48 27.8 1.00 27.8 10 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - -- -- -- - - 11/14/2003 16: 00 _~ilEmame: 10PPM.OU'J'_____ Page Short Term With Project PM Fri Nov 14, 2003 16:00:29 Page 9-1 Carlsbad Office Campus Short Term (2010) With Project, PM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #105 Palomar Airport Rd./I-5 SBR [e/w: PAR, n/s: SBRJ ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 150 o (Y+R 35 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.348 15.9 B ******************************************************************************** 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---------------1 1---------------1 1 ------1 Control: Rights: Protected Protected Protected Include Include Include Protected Include Min. Green: o 0 0 10 10 10 0 10 10 0 10 o Lanes: o 0 000 2 0 001 002 1 o 002 0 0 ------------1---------------11---------------11-----11---------------1 Volume Module: Base Vol: 0 0 0 375 0 169 0 910 180 o Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 375 0 169 0 910 180 Added Vol: 0 0 0 0 0 2 0 109 19 passerByVol: 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 375 0 171 0 1019 199 User Adj: 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 PHF Volume: 0 0 0 375 0 171 0 1019 199 Reduct vol: 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 375 0 171 0 1019 199 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.: 0 0 0 375 0 171 0 1019 199 o o o o 1.00 1. 00 o o o 1.00 1.00 o ------------1---------------1 1---------------1 1---------------1 1-Saturation Flow Module: 798 1. 00 798 27 o 825 1. 00 1. 00 825 o 825 1. 00 1. 00 825 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.92 1.00 0.85 0.95 0.89 0.89 0.95 0.95 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.51 0.49 0.00 2.00 Final Sat.: 0 0 0 3502 0 1615 0 4235 827 0 3610 ------------1---------------11---------------11 --11-- Capacity Analysis Module: Vol/sat: 0.00 0.00 0.00 0.11 0.00 0.11 0.00 0.24 0.24 0.00 0.23 Crit Moves: Green Time: 0.0 Volume/Cap: 0.00 Delay/veh: 0.0 User DelAdj: 1.00 AdjDel/Veh: 0.0 DesignQueue: 0 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o **** 46.2 0.35 40.4 1. 00 40.4 22 0.0 0.00 0.0 1.00 0.0 o 46.2 0.34 40.6 1.00 40.6 10 0.0 0.00 0.0 1. 00 0.0 o **** 104 0.35 9.4 1. 00 9.4 28 103.8 0.35 9.4 1.00 9.4 5 **** 0.0 0.00 0.0 1.00 0.0 o 104 0.33 9.3 1. 00 9.3 22 o 1. 00 o o o o 1.00 1. 00 o o o 1. 00 1. 00 o 1900 1.00 0.00 o 1 -----1 0.00 0.0 0.00 0.0 1.00 0.0 o 9 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - --- -- - - - - I 1 I 1 1 I 1 1 I I I 1 1 I 1 1 1 1 I 11/14/2003 16:00 Filename: 10PPM.OUT Page 10 Short Term With Project PM Fri Nov 14, 2003 16:00:29 Page 10-1 Carlsbad Office Campus Short Term (2010) With Project, PM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #106 Palomar Airport Rd./I-5 NBR [e/w: PAR, n/s: NBRJ ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 150 o (Y+R 39 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.422 13.0 B ******************************************************************************** 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 Include Include Include Min. Green: 10 0 10 0 0 0 7 10 10 0 10 10 Lanes: 1 0 0 0 2 0 0 0 0 0 1 0 3 0 0 0 0 3 0 2 ------------1---------------1 1---------------1 1--------:------1 1---------------1 Volume Module: Base Vol: 60 0 222 0 0 0 90 1195 0 0 1465 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: 60 0 222 0 0 0 90 1195 0 0 1465 Added Vol: 4 0 0 0 0 0 8 101 0 0 23 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 64 0 222 0 0 0 98 1296 0 0 1488 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: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 64 0 222 0 0 0 98 1296 0 0 1488 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 64 0 222 0 0 0 98 1296 0 0 1488 PCE Adj: 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 Final Vol.: 64 0 222 0 0 0 98 1296 0 0 1488 ------------1---------------11---------------11---------------11---- Saturation Flow Module: 227 1. 00 227 o o 227 1.00 1. 00 227 o 227 1. 00 1. 00 227 ---I Sat/Lane: 1900 1900 1900 1900 Adjustment: 0.90 1.00 0.75 0.95 Lanes: 1.00 0.00 2.00 0.00 Final Sat.: 1710 0 2842 0 1900 1.00 0.00 1900 1900 1900 1900 1900 1900 1900 1.00 0.90 0.91 1.00 0.95 0.91 0.75 0.00 1.00 3.00 0.00 0.00 3.00 2.00 o o 1710 5187 0 0 5187 2842 ------------1---------------11-------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.00 0.08 0.00 0.00 0.00 0.06 0.25 0.00 0.00 0.29 0.08 Crit Moves: **** Green Time: 27.7 0.0 27.7 Volume/Cap: 0.20 0.00 0.42 Delay/Veh: 52.1 0.0 54.6 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 52.1 0.0 54.6 DesignQueue: 4 0 15 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 20.4 0.42 60.7 1. 00 60.7 7 122 0.31 3.5 1.00 3.5 21 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o **** 102 0.42 10.9 1. 00 10.9 43 101. 9 0.12 8.4 1. 00 8.4 6 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - -- --- - - - 11/14/2003 16: 00 Filename: 10PPM.OUT Page 11 Short Term With Project PM Fri Nov 14, 2003 16:00:29 Page 11-1 Carlsbad Office Campus Short Term (2010) With Project, PM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #107 Poinsettia Ln./Avd. Encinas [e/w: Poinsettia, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): 100 o (Y+R 92 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): 0.542 29.5 C Optimal Cycle: Level Of Service: ******************************************************************************** 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: Prot+permit Prot+Permit Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 10101 1 0 101 102 1 0 2 0 201 ------------1 -------11---------------11---------------11---------------I Volume Module: Base Vol: 59 196 508 376 217 Growth Adj: 1.00 1.00 1.00 1.00 1.00 Initial Bse: 59 196 508 376 217 Added Vol: 0 2 0 22 8 PasserByVol: 0 0 0 0 0 Initial Fut: 59 198 508 398 225 User Adj: 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 PHF Volume: 59 198 508 398 225 Reduct Vol: 0 0 0 0 0 Reduced Vol: 59 198 508 398 225 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.: 59 198 508 398 225 ------------1---------------11- Saturation Flow Module: 159 112 383 51 421 259 148 1.00 1.00 1.00 1.00 1.00 1.00 1.00 159 112 383 51 421 259 148 5100005 000 0 000 164 113 383 51 421 259 153 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 1.00 164 113 383 51 421 259 153 0000000 164 113 383 51 421 259 153 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 1.00 164 113 383 51 421 259 153 11---------------11---------------1 Sat/Lane: 1900 1900 Adjustment: 0.57 1.00 Lanes: 1.00 1.00 Final Sat.: 1076 1900 1900 1900 1900 1900 1900 1900 0.85 0.67 1.00 0.85 0.90 0.89 1.00 1.00 1.00 1.00 1.00 2.65 1615 1264 1900 1615 1710 4495 1900 1900 1900 0.89 0.92 0.95 0.35 2.00 2.00 599 3502 3610 1900 0.85 1. 00 1615 ------------1----Capacity Analysis Vol/Sat: 0.05 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 48.8 0.11 13.8 1. 00 13.8 3 ----11---------------11----- Module: 0.10 0.31 0.31 0.12 0.10 0.07 0.09 41.8 0.25 19.1 1. 00 19.1 7 **** 41.8 0.75 29.5 1. 00 29.5 18 **** 72.7 0.43 5.6 1.00 5.6 16 65.7 0.18 6.7 1.00 6.7 4 65.7 0.15 6.6 1.00 6.6 3 11.2 0.59 46.9 1.00 46.9 6 **** 11.3 0.75 48.5 1. 00 48.5 19 0.09 11. 3 0.75 48.5 1.00 48.5 3 11--- 0.12 0.07 **** 16.0 0.75 45.8 1. 00 45.8 20 16.1 0.45 38.5 1.00 38.5 12 ---I 0.09 16.1 0.59 42.5 1.00 42.5 7 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - --- -- --- - 11/14/2003 16:00 Filename: 10PPM.OUT Page 12 Short Term With project PM Fri Nov 14, 2003 16:00:29 Carlsbad Office Campus Short Term (2010) With Project, PM Peak Office Alternative Level Of Service Computation Report Page 12-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #108 Poinsettia Ln./I-5 SBR [e/w: Poinsettia, n/s: SBR] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 o (Y+R 54 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.581 23.6 C ******************************************************************************** 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: 0 0 0 10 10 10 0 10 10 7 10 o Lanes: 0 0 0 0 0 2 0 0 o 1 002 0 1 202 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: Reduced Vol: PCE Adj: MLF Adj: Final Vol.: o 1.00 o o o o 1.00 1. 00 o o o o 1. 00 o o o o 1. 00 1.00 o o o 1.00 1.00 1.00 1.00 o 0 o 619 0 131 0 1083 185 353 696 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o 619 0 131 0 1083 185 353 696 0 o 0 0 0 0 14 8 0 5 0 0000000000 o 619 0 131 0 1097 193 353 701 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 1.00 1.00 1.00 o 619 0 131 0 1097 193 353 701 0 0000000000 o 619 0 131 0 1097 193 353 701 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 1.00 1.00 1.00 o 619 0 131 0 1097 193 353 701 0 1-----11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.92 1.00 0.85 0.95 0.95 0.85 0.92 0.95 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 2.00 2.00 Final Sat.: 0 0 0 3502 0 1615 0 3610 1615 3502 3610 ------------1---------------11---------------11---------------11----- Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.18 0.00 0.08 0.00 0.30 0.12 0.10 0.19 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o **** 36.5 0.58 36.1 1. 00 36.1 30 0.0 0.00 0.0 1. 00 0.0 o 36.5 0.27 31. 9 1. 00 31."9 6 0.0 0.00 0.0 1. 00 0.0 o **** 62.7 0.58 20.1 1.00 20.1 38 62.7 0.23 15.7 1. 00 15.7 6 **** 20.8 0.58 47.0 1.00 47.0 20 83.5 0.28 6.9 1.00 6.9 15 1900 1.00 0.00 o 0.00 0.0 0.00 0.0 1.00 0.0 o 1 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - --- --- - - 11/14/2003 16:00 Filename: 10PPM.OUT Page 13 Short Term With Project PM Fri Nov 14, 2003 16:00:29 Page 13-1 Carlsbad Office Campus Short Term (2010) With Project, PM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #109 Poinsettia Ln./I-5 NBR [e/w: Poinsettia, n/s: NBRJ ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 o (Y+R 80 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.714 23.4 C ******************************************************************************** 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 Include Protected Protected Include Include Min. Green: Protected Include o 10 10 10 0 o o 7 10 0 0 10 10 Lanes: 1 0 002 0 0 o o 10200 0 0 3 0 1 ------------1---------------11------11---------------11---------------1 Volume Module: Base Vol: 176 Growth Adj: 1.00 Initial Bse: 176 Added Vol: 2 PasserByVol: 0 Initial Fut: 178 o 1. 00 o o o o User Adj: 1.00 1.00 PHF Adj: 1.00 1.00 PHF Volume: 178 0 Reduct Vol: 0 0 775 1. 00 775 o o 775 1.00 1. 00 775 o o 0 0 122 1580 0 0 873 167 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o 0 0 122 1580 0 0 873 167 o 0 0 0 14 0 0 3 0 00000 000 0 o 0 0 122 1594 0 0 876 167 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 o 0 0 122 1594 0 0 876 167 00000 000 0 Reduced Vol: 178 0 775 o 0 0 122 1594 0 0 876 167 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 Final Vol.: 178 0 1.00 775 o 0 0 122 1594 0 0 876 167 ------------1-----II ------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 Adjustment: 0.90 1.00 Lanes: 1.00 0.00 Final Sat.: 1710 0 1---- 1900 1900 1900 1900 1900 1900 1900 0.75 0.95 1.00 1.00 0.90 0.95 1.00 2.00 0.00 0.00 0.00 1.00 2.00 0.00 2842 0 0 0 1710 3610 0 11---------------11---------------11 Capacity Analysis Module: Vol/Sat: 0.10 0.00 0.27 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/veh: DesignQueue: 45.8 0.27 25.8 1.00 25.8 8 0.0 0.00 0.0 1. 00 0.0 o **** 45.8 0.71 33.8 1. 00 33.8 34 0.00 0.00 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o 0.00 0.0 0.00 0.0 1. 00 0.0 o 0.07 0.44 **** 22.0 74.2 0.39 0.71 43.9 16.8 1.00 1.00 43.9 16.8 7 46 0.00 0.0 0.00 0.0 1.00 0.0 o 1900 0.95 0.00 o 1900 0.91 3.00 5187 0.00 0.17 **** 0.0 0.00 0.0 1.00 0.0 o 52.2 0.39 23.2 1.00 23.2 34 1900 0.85 1.00 1615 ----I 0.10 52.2 0.24 21.6 1.00 21. 6 6 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - - ---- - - --11/14/2003 16:00 Filename: 10PPM.OUT Page 14 - ------ -- - -- - ----- - RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: Avd. Encinas (N/S) Cannon Rd. (EIW) INTERSECTION: Avd. Encinas (N/S) Cannon Rd. (E/W) SCENARIO: Short-Tenn (2010) Plus Project -Office Alt SCENARIO: Short-Tenn (2010) Plus Project -Office Alt COUNT DATE: 07/15/03 PEAK HR: .;;.AM=.;;.. _______ _ COUNT DATE: 07/15/03 PEAK HR: .:.P.:.:.M:....-______ _ ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 1 1800 61 0.03 NB Left 1 1800 162 0.09 NB Thru 2 4000 17 0.05 * NB Thru 2 4000 36 0.13 * NB Right 0 0 202 0.00 NBRight 0 0 494 0.00 SB Left 2 3600 92 0.03 * SB Left 2 3600 288 0.08 * SB Thru 1 2000 11 om SB Thru 1 2000 36 0.02 SB Right 1 1800 12 0.01 SB Right 1 1800 36 0.02 EB Left 1 1800 17 om EB Left 1 1800 36 0.02 * EB Thru 2 4000 288 0.13 * EB Thru 2 4000 150 0.05 EB Right 0 0 223 0 EB Right 0 0 40 0 WB Left 2 3600 468 0.13 * WB Left 2 3600 332 0.09 WBThru 2 4000 155 0.Q7 WBThru 2 4000 458 0.19 * WB Right 0 0 139 0.00 WB Right 0 0 288 0.00 NORTH/SOUTH CRITICAL SUMS 0.08 NORTH/SOUTH CRITICAL SUMS 0.21 EASTIWEST CRITICAL SUMS 0.26 EASTIWEST CRIT~CAL SUMS 0.21 SUM OF CRITICAL VIC RATIO 0.34 SUM OF CRITICAL VIC RATIO 0.42 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.44 INTERSECTION CAPACITY UTILIZATION (lCU) 0.52 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) _~A __ NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61-<= C .71-<= C .71 -<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91 -<= E .91 -<= F >1.0 F >1.0 Project #: 55-100144.001 1lI17/2003 -- - - - -- - - ----- -- - --RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: 1-5 SBR (N/S) Cannon Rd. (EIW) INTERSECTION: 1-5 SBR (N/S) Cannon Rd. (E/W) SCENARIO: Short-Term (2010) Plus Project -Office Alt SCENARIO: Short-Term (2010) Plus Project -Office Alt COUNT DATE: 07115103 PEAKHR: AM ANALYST: NEM --A-G-E-N"7C-Y-:-""C-ar-Is-ba-d-- COUNT DATE: ANALYST: 07/15103 PEAK HR: PM -N-E-M-----------~~A-G-E-N-C-Y-:-C-ar-ls-ba-d-- MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK LANES (1) HOUR VOLUME VIC MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK I LANES (1) HOUR VOLUME VIC NB Left 0 0 0 0.00 NB Left 0 0 0 0.00 I NB Thru 0 0 0 0.00 * NB Thru 0 0 0 0.00 * NB Right 0 0 0 0.00 NB Right 0 0 0 0.00 SB Left 2 3600 386 0.11 * SB Left 2 3600 207 0.06 * SB Thru 0 0 0 0.00 SB Thru 0 0 0 0.00 SB Right 1 1800 502 0.28 SB Right 1 1800 351 0.20 EB Left 0 0 0 0.00 EB Left 0 0 0 0.00 EB Thru 2 4000 569 0.14 * EB Thru 2 4000 766 0.19 * EB Right 1 1800 13 0.01 EB Right 1 1800 166 0.Q9 WBLeft 2 3600 112 0.03 * WBLeft 2 3600 338 0.09 * WBThru 2 4000 260 0.Q7 WBThru 2 4000 727 0.18 WBRight 0 0 0 0.00 WBRight 0 0 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.11 NORTH/SOUTH CRITICAL SUMS 0.06 EASTIWEST CRITICAL SUMS 0.17 EASTIWEST CRITICAL SUMS 0.28 SUM OF CRITICAL VIC RATIO 0.28 SUM OF CRITICAL VIC RATIO 0.34 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.38 INTERSECTION CAPACITY UTILIZATION (lCU) 0.44 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61-<= B .61-<= C .71-<= C .71-<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= •• extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project#: 55-100144.001 11117/2003 ---- - -- -- ---- --- - --RBF Consulting Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: 1-5 NBR (N/S) Cannon Rd. (EIW) INTERSECTION: 1-5 NBR (N/S) Cannon Rd. (EIW) SCENARIO: Short-Tenn (2010) Plus Project -Office Alt SCENARIO: Short-Tenn (2010) Plus Project -Office Alt COUNT DATE: 07/15103 PEAK. HR: ..;;..AM;;;;.;.;;.. _______ _ COUNT DATE: _____ 0.:..7_/1....;,5....;/0..:..,3 PEAK. HR: "'-P.;:...M"--______ _ ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK. UNADJUSTED AM PEAK. MOVEMENT NO. of CAPACITY PM PEAK. UNADJUSTED PM PEAK. LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 1 1800 47 0.03 * NB Left 1 1800 294 0.16 * NBThru 0 0 0 0.00 NBThru 0 0 0 0.00 NB Right 2 3600 69 0.02 NBRight 2 3600 103 0.03 SB Left 0 0 0 0 SB Left 0 0 0 0 SB Thru 0 0 0 0.00 * SB Thru 0 0 0 0.00 * SB Right 0 0 0 0 SB Right 0 0 0 0 EB Left 2 3600 412 0.11 * EB Left 2 3600 318 0.09 * EB Thru 2 4000 543 0.14 EB Thru 2 4000 655 0.16 EB Right 0 0 0 0 EB Right 0 0 0 0 WB Left 0 0 0 0 WB Left 0 0 0 0 WBThru 1 2000 326 0.16 * WBThru 1 2000 771 0.39 * WB Right 2 3600 108 0.03 WB Right 2 3600 372 0.10 NORTH/SOUTH CRITICAL SUMS 0.03 NORTH/SOUTH CRITICAL SUMS 0.16 EASTIWEST CRITICAL SUMS 0.27 EASTIWEST CRITICAL SUMS 0.48 SUM OF CRITICAL VIC RATIO 0.30 SUM OF CRITICAL VIC RATIO 0.64 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.40 INTERSECTION CAPACITY UTILIZATION (ICU) 0.74 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) C NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61-<= B .61 -<= C .71 -<= C .71 -<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91 -<= E .91 -<= F >1.0 F >1.0 Project #: 55-100144.001 11117/2003 - ---- - - --- ------ ---RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: Avd. Encinas (N/S) Palomar Airport (EIW) INTERSECTION: Avd. Encinas (N/S) Palomar Airport (EIW) SCENARIO: Short-Term (2010) Plus Project -Office Alt SCENARIO : Short-Term (2010) Plus Project -Office Alt COUNT DATE: 07/15103 PEAK HR:.;;.AM~ _______ _ COUNT DATE: 07/15103 PEAKHR:..:.P.:.:.M=--______ _ ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK I LANES (1) HOUR VOLUME VIC MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PMPEAK ! LANES (1) HOUR VOLUME VIC NB Left 1 1800 34 0.02 , NB Left 1 1800 131 0.Q7 * NB Thru 1 2000 201 0.10 * NB Thru 1 2000 188 0.09 NB Right 1 1800 311 0.17 NB Right 1 1800 378 0.21 SB Left 1.5 2700 200 0.07 * SB Left 1.5 2700 626 0.23 SB Thru 0.5 1000 88 0.09 SB Thru 0.5 1000 334 0.33 * SB Right 1 1800 68 0.04 SB Right 1 1800 348 0.19 EB Left 1 1800 230 0.13 EB Left 1 1800 122 0.Q7 EB Thru 1 2000 521 0.29 * EB Thru 1 2000 248 0.15 * EB Right 0 0 55 0 EB Right 0 0 42 0 WBLeft 1 1800 395 0.22 * WBLeft 1 1800 355 0.20 * WBThru 1 2000 233 0.12 WBThru 1 2000 461 0.23 WBRight 1 1800 521 0.29 WBRight 1 1800 252 0.14 NORTH/SOUTH CRITICAL SUMS 0.17 NORTH/SOUTH CRITICAL SUMS 0.40 EASTIWEST CRITICAL SUMS 0.51 EASTIWEST CRITICAL SUMS 0.35 SUM OF CRITICAL VIC RATIO 0.68 SUM OF CRITICAL VIC RATIO 0.75 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAP AClTY UTILIZATION (lCU) 0.78 INTERSECTION CAP AClTY UTILIZATION (ICU) 0.85 LEVEL OF SERVICE (LOS) C , .... LEVEL OF SERVICE (LOS) D NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61-<= B .61 -<= C .71-<= C .71 -<= * Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project#: 55-100144.001 11117/2003 ------- -- -- -- -- --- - RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: 1-5 SBR (N/S) Palomar Airport (E/W) INTERSECTION: 1-5 SBR (N/S) Palomar Airport (EIW) SCENARIO : Short-Term (2010) Plus Project -Office Alt SCENARIO: Short-Term (2010) Plus Project -Office Alt COUNT DATE: 07/15/03 PEAK HR: .:..AM=..:.:..._--:-_____ _ ANALYST: NEM AGENCY: Carlsbad COUNT DATE: 07/15/03 PEAKHR:~P~M~ ______ _ ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 0 0 0 0.00 NB Left 0 0 0 0.00 NB Thru 0 0 0 0.00 * NB Thru 0 0 0 0.00 * NB Right 0 0 0 0.00 NB Right 0 0 0 0.00 SB Left 2 3600 439 0.12 * SB Left 2 3600 375 0.10 * SB Thru 0 0 0 0.00 SB Thru 0 0 0 0.00 SB Right 1 1800 220 0.12 SB Right 1 1800 171 0.10 EB Left 0 0 0 0.00 * EB Left 0 0 0 0.00 * EB Thru 3 6000 916 0.17 EB Thru 3 6000 1019 0.20 EB Right 0 0 128 0 EB Right 0 0 199 0 WB Left 0 0 0 0 WB Left 0 0 0 0 WBThru 2 4000 941 0.24 * WBThru 2 4000 825 0.21 * WB Right 0 0 0 0.00 WBRight 0 0 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.12 NORTH/SOUTH CRITICAL SUMS 0.10 EASTIWEST CRITICAL SUMS 0.24 EASTIWEST CRITICAL SUMS 0.21 SUM OF CRITICAL VIC RATIO 0.36 SUM OF CRITICAL VIC RATIO 0.31 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.46 INTERSECTION CAPACITY UTILIZATION (lCU) 0.41 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61 -<= C .71 -<= C .71 -<= * Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91 -<= E .91 -<= F >1.0 F >1.0 Project#: 55-100144.001 11117/2003 - --- -- - ---- - - -- - - - - RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTII,-IZA TION INTERSECTION: 1-5 NBR (N/S) Palomar Airport WW) INTERSECTION: 1-5 NBR (N/S) Palomar Airport WW) SCENARIO: Short-Term (2010) Plus Project -Office Alt SCENARIO: Short-Term (2010) Plus Project -Office Alt COUNT DATE: ANALYST: COUNT DATE: ANALYST: ____ -'0:..,;.7;".:/1..:,;5/..:.03=_ PEAK HR: .::.;AM::.:.:....-.....-',-:--____ _ NEM AGENCY: Carlsbad 07/15103 PEAK HR: PM -N~E-M----'~~=-'::';~A~G~E-N~C-Y-:~C-ar~ls~ba-d~- MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK , I MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 1 1800 190 0.11 * NB Left 1 1800 64 0.04 * NB Thru 0 0 0 0.00 NB Thru 0 0 0 0.00 NBRight 2 3600 1315 0.37 NB Right 2 3600 222 0.06 SB Left 0 0 0 0 SB Left 0 0 0 0 SB Thru 0 0 0 0.00 * SB Thru 0 0 0 0.00 * SB Right 0 0 0 0 SBRight 0 0 0 0 EB Left 1 1800 115 0.06 * EB Left 1 1800 98 0.05 * EB Thru 3 6000 1241 0.21 EB Thru 3 6000 1296 0.22 EB Right 0 0 0 0 EB Right 0 0 0 0 WB Left 0 0 0 0 WBLeft 0 0 0 0 WBThru 3 6000 1052 0.18 * WBThru 3 6000 1488 0.25 * WB Right 2 3600 342 0.10 WBRight 2 3600 227 0.06 NORTH/SOUTH CRITICAL SUMS 0.11 NORTH/SOUTH CRITICAL SUMS 0.04 EASTIWEST CRITICAL SUMS 0.24 EASTIWEST CRITICAL SUMS 0.30 SUM OF CRITICAL VIC RATIO 0.35 SUM OF CRITICAL VIC RATIO 0.34 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.45 INTERSECTION CAPACITY UTILIZATION (lCU) 0.44 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61 -<= C .71 -<= C .71 -<= * Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81 -<= •• extra wide outside lane E .91-<= E .91-<= F >1.0 F >1.0 Project#: 55-100144.001 11117/2003 -- - - -- - -- - -- - ---- - - RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: Avd. Encinas (N/S) Poinsettia Ln. (EIW) INTERSECTION: Avd. Encinas (N/S) Poinsettia Ln. (EIW) SCENARIO: Short-Tenn (2010) Plus Project -Office Alt SCENARIO: Short-Term (2010) Plus Project -Office Alt COUNT DATE: 07/15103 PEAK HR:..:..;AM=.:..:...._-:-____ _ ANALYST: NEM AGENCY: Carlsbad COUNT DATE: 07/15103 PEAK HR: ..:.P.:.;.M"---: .................. _-=--:-:---:---_ ANALYST: NEM . AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK LANES (1) HOUR VOLUME VIC MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PMPEAK I LANES (1) HOUR VOLUME VIC NB Left 1 1800 28 0.02 NB Left 1 1800 59 0.03 NB Thru 1 2000 105 0.05 '" NB Thru 1 2000 198 0.10 '" NBRight 1 1800 232 0.13 NB Right 1 1800 508 0.28 SB Left 1 1800 90 0.05 '" SB Left 1 1800 398 0.22 '" SB Thru 1 2000 63 0.03 SB Thru 1 2000 225 0.11 SB Right 1 1800 85 0.05 SB Right 1 1800 164 0.09 EB Left 1 1800 155 0.09 '" I EB Left 1 1800 113 0.06 EB Thru 3 6000 145 C.03 I EB Thru 3 6000 383 0.07 '" EB Right 0 0 34 o i EB Right 0 0 51 0 WB Left 2 3600 254 0.07 WB Left 2 3600 421 0.12 '" WBThru 2 4000 358 0.09 '" WBThru 2 4000 259 0.06 WB Right 1 1800 310 0.17 WB Right 1 1800 153 0.09 NORTH/SOUTH CRITICAL SUMS 0.10 NORTH/SOUTH CRITICAL SUMS 0.32 EASTIWEST CRITICAL SUMS 0.18 EASTIWEST CRITICAL SUMS 0.19 SUM OF CRITICAL VIC RATIO 0.28 SUM OF CRITICAL VIC RATIO 0.51 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.38 INTERSECTION CAPACITY UTILIZATION (lCU) 0.61 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) B NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61 -<= C .71 -<= C .71 -<= '" Denotes Critical Movements D .81 -<= '" Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91 -<= E .91 -<= F >1.0 F >1.0 Project #: 55-100144.001 11117/2003 - -- -- -- - -- -- -- -- - --RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: 1-5 SBR (N/S) Poinsettia Ln. (EIW) INTERSECTION: 1-5 SBR (N/S) Poinsettia Ln. (EIW) SCENARIO: Short-Term (2010) Plus Project -Office Alt SCENARIO: Short-Term (2010)Plus Project -Office Alt COUNT DATE: 07/15/03 PEAK HR:.:.;AM::::.::-______ _ COUNT DATE: _ ___ ..::.07.:.:../.:..:15::.,:/0:..::..3 PEAKHR:..:.P.::.;M:......-______ _ ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK. UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 0 0 0 0.00 NB Left 0 0 0 0.00 NB Thru 0 0 0 0.00 * NB Thru 0 0 0 0.00 * NB Right 0 0 0 0.00 NBRight 0 0 0 0.00 SB Left 2 3600 89 0.02 * SB Left 2 3600 619 0.17 * SB Thru 0 0 0 0.00 SB Thru 0 0 0 0.00 SB Right 1 1800 73 0.04 SBRight 1 1800 131 0.Q7 EB Left 0 0 0 0.00 EB Left 0 0 0 0.00 EB Thru 2 4000 362 0.09 * EBThru 2 4000 1097 0.27 * EB Right 1 1800 105 0.06 EB Right I 1800 193 0.11 WB Left 2 3600 542 0.15 * WB Left 2 3600 353 0.10 * WBThru 2 4000 849 0.21 WBThru 2 4000 701 0.18 WB Right 0 0 0 0.00 WB Right 0 0 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.02 NORTH/SOUTH CRITICAL SUMS 0.17 EASTIWEST CRITICAL SUMS 0.24 EASTIWEST CRITICAL SUMS 0.37 SUM OF CRITICAL VIC RATIO 0.26 SUM OF CRITICAL VIC RATIO 0.54 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAP AClTY UTILIZATION (lCU) 0.36 INTERSECTION CAP AClTY UTILIZATION (lCU) 0.64 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) B NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61-<= B .61-<= C .71-<= C .71-<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project #: 55-100144.001 11117/2003 - -- - - -- -- - -- - -- - - - - RBF Consulting Intersection Capacity Utilization (leU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: 1-5 NBR (N/S) Poinsettia Ln. (EIW) INTERSECTION: 1-5 NBR (N/S) Poinsettia Ln. (EIW) SCENARIO: Short-Tenn (2010) Plus Project -Office Alt SCENARIO: Short-Tenn (2010) Plus Project -Office Alt COUNT DATE: 07/15103 PEAK HR:_AM ________ _ ANALYST: NEM AGENCY: Carlsbad COUNT DATE: 07/15/03 PEAK HR: .::,P.;;;,;M'--:-.......... __ :--:-..,--,---_ ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK LANES (1) HOUR VOLUME VIC MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PMPEAK I LANES (1) HOUR VOLUME VIC . NB Left 1 1800 161 0.09 * NB Left 1 1800 178 0.10 * NBThru 0 0 0 0.00 NB Thru 0 0 0 0.00 NB Right 2 3600 375 0.10 NB Right 2 3600 775 0.22 SB Left 0 0 0 0 SB Left 0 0 0 0 SB Thru 0 0 0 0.00 * SB Thru 0 0 0 0.00 * SB Right 0 0 0 0 SB Right 0 0 0 0 EB Left 1 1800 79 0.04 * EB Left 1 1800 122 0.07 EB Thru 2 4000 372 0.09 EB Thru 2 4000 1594 0.40 * EBRight 0 0 0 0 EB Right 0 0 0 0 WBLeft 0 0 0 0 WBLeft 0 0 0 o * WBThru 3 6000 1224 0.20 * WBThru 3 6000 876 0.15 WB Right 1 1800 429 0.24 WBRight 1 1800 167 0.09 NORTH/SOUTH CRITICAL SUMS 0.09 NORTH/SOUTH CRITICAL SUMS 0.10 EASTIWEST CRITICAL SUMS 0.24 EASTIWEST CRITICAL SUMS 0040 SUM OF CRITICAL VIC RATIO 0.33 SUM OF CRITICAL VIC RATIO 0.50 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.43 INTERSECTION CAPACITY UTILIZATION (ICU) 0.60 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61-<= B .61-<= C .71-<= C .71-<= * Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project #: 55-100144.001 11117/2003 I I I I I I I I I I I I I I I I I I I APPENDIX F Horizon Year (2020) No Project and With Project HCM and ICU Worksheets -------11/14/2003 16:43 Filename: 20NPAM.OUT Horizon Year -No Project AFri Nov 14, 2003 16:43:53 Scenario: Command: Volume: Geometry: Impact Fee: Trip Generation: Trip Distribution: Paths: Routes: Configuration: Carlsbad Office Campus Long Term (2020) No Project AM Peak Scenario Report Horizon Year -No Project AM Horizon Year -No Project AM Horizon Year AM Default Geometry Default Impact Fee No Project Project Default Paths Default Routes Horizon Year -No Project AM --Paqe Page 1-1 Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - -- - - ---- - 1 l1L14L2003 16:43 Filename: 20NPAM.OUT pase 2 Horizon Year -No Project AFri Nov 14, 2003 16:43:53 Page 2-1 ------------------------ Carlsbad Office Campus Long Term (2020) No Project AM Peak ---------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C #101 Cannon Rd./Avd. Encinas C 27.1 0.392 C 27.1 0.392 + 0.000 D/v #102 Cannon Rd./I-5 SBR C 25.4 0.325 C 25.4 0.325 + 0.000 D/V #103 Cannon Rd./I-5 NBR B 10.7 0.287 B 10.7 0.287 + 0.000 D/V #104 Palomar Airport Rd./Avd. Encin D 38.6 0.844 D 38.6 0.844 + 0.000 D/V #105 Palomar Airport Rd./I-5 SBR B 18.6 0.410 B 18.6 0.410 + 0.000 D/v #106 Palomar Airport Rd./I-5 NBR D 36.4 0.738 D 36.4 0.738 + 0.000 D/V #107 Poinsettia Ln./Avd. Encinas C 26.0 0.310 C 26.0 0.310 + 0.000 D/V #108 Poinsettia Ln./I-5 SBR B 16.2 0.367 B 16.2 0.367 + 0.000 D/V #109 Poinsettia Ln./I-5 NBR C 23.1 0.501 C 23.1 0.501 + 0.000 D/V Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - -- ------11/14/20Q~ 16:~_ F:i,l.ename: 20NPAM.OUT Page 3 Horizon Year -No Project AFri Nov 14, 2003 16:43:53 Carlsbad Office Campus Long Term (2020) No Project . AM Peak Level Of Service Computation Report Page 3-1 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #101 Cannon Rd./Avd. Encinas [e/w: Cannon, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 o (Y+R 38 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.392 27.1 C ******************************************************************************** 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 1 0 201 0 1 1 0 110 2 0 110 ------------1---------------11---------------11---------------11------ Volume Module: Base Vol: 164 162 232 112 61 25 20 145 213 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 164 162 232 112 61 25 20 145 213 1. 00 1.00 213 315 64 1.00 1.00 315 64 1.00 1.00 1.00 1.00 315 64 183 1. 00 183 User Adj: 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 PHF Volume: 164 162 232 112 61 25 20 145 Reduct Vol: 0 0 0 0 0 0 0 0 Reduced Vol: 164 162 232 112 61 25 20 145 PCE Adj: 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 Final Vol.: 164 162 232 112 61 25 20 145 ------------1---------------11---------------11------- Saturation Flow Module: Sat/Lane: 1900 1900 Adjustment: 0.95 0.87 Lanes: 1. 00 1. 00 Final Sat.: 1805 1646 -1---- 1900 1900 1900 1900 1900 1900 0.87 0.92 1.00 0.85 0.95 0.87 1.00 2.00 1.00 1.00 1.00 1.00 1646 3502 1900 1615 1805 1644 --11---------------11 Capacity Analysis Module: o 213 1. 00 1.00 213 " o 0 315 64 1.00 1.00 1.00 1.00 315 64 1.00 1.00 183 o 183 1. 00 1.00 183 ---I 1900 1900 1900 1900 0.87 0.92 0.84 0.84 1.00 2.00 1.00 1.00 1644 3502 1605 1605 ---11---------------1 Vol/Sat: 0.09 0.10 0.14 0.03 0.03 0.02 0.01 0.09 0.13 0.09 0.04 0.11 Crit Moves: Green Time: 34.1 35.9 Volume/cap: Delay/Veh: User DelAdj: 0.27 24.1 1.00 AdjDel/Veh: 24.1 DesignQueue: 6 0.27 22.9 1.00 22.9 6 **** 35.9 0.39 24.2 1. 00 24.2 9 **** 8.2 0.39 44.5 1.00 44.5 6 10.0 0.32 42.8 1. 00 42.8 3 10.0 0.15 41.6 1.00 41.6 1 7.0 33.0 0.16 0.27 44.3 24.7 1.00 1.00 44.3 24.7 1 6 **** 33.0 0.39 26.1 1.00 26.1 8 **** 22.9 0.39 33.0 1.00 33.0 14 48.9 0.08 13.6 1. 00 13.6 2 48.9 0.23 14.8 1. 00 14.8 5 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - ---- --- --11/14L2003_~1_3____ _Filename :_2_QNPAM. 0U1'__ Page 4 I Horizon Year -No Project AFri Nov 14, 2003 16:43:53 Page 4-1 I I 1 1 I I 1 1 I I I I I I 1 1 I 1 1 I I I I 1 1 1 I 1 Carlsbad Office Campus Long Term (2020) No Project AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #102 Cannon Rd./I-5 SBR [e/w: Cannon, n/s: SBR] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 o {Y+R 34 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.325 25.4 C ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 10 10 10 0 10 10 7 10 o Lanes: o 0 0 0 0 2 0 001 002 0 1 202 0 0 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: Base Vol: 0 0 0 478 0 224 0 370 119 301 338 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: 0 0 0 478 0 224 0 370 119 301 338 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 PHF Volume: 0 0 0 478 0 224 0 370 119 301 338 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 478 0 224 0 370 119 301 338 PCE Adj: 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 Final Vol.: 0 0 0 478 0 224 0 370 119 301 338 ------------1---------------1 1---------------1 1---------------1 1--- Saturation Flow Module: o o 1. 00 1. 00 o ----I Sat/Lane: 1900 1900 Adjustment: 1.00 1.00 Lanes: 0.00 0.00 Final Sat.: 0 0 1900 1900 1900 1900 1900 1900 1900 1900 1.00 0.92 1.00 0.85 1.00 0.95 0.85 0.92 0.00 2.00 0.00 1.00 0.00 2.00 1.00 2.00 o 3502 0 1615 0 3610 1615 3502 1900 1900 0.95 1.00 2.00 0.00 3610 0 ------------1-----11---------------11---------------11-------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.14 0.00 0.14 0.00 0.10 0.07 0.09 0.09 0.00 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 50.4 0.32 23.5 1.00 23.5 19 0.0 0.00 0.0 1.00 0.0 o 50.4 0.33 23.7 1.00 23.7 9 **** 0.0 37.8 0.00 0.32 0.0 31.5 1.00 1.00 0.0 31.5 o 17 37.8 0.23 30.6 1. 00 30.6 6 **** 31.7 69.6 0.32 0.16 35.7 11.7 1.00 1.00 35.7 11.7 15 10 0.0 0.00 0.0 1.00 0.0 o ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - ------ --- - ---- - ---11/14/2003 16:43 Filename: 20NPAM.OUT Page 5 11/141;l()JlL_:I.6:43 Filename:_2()NPAM.QUT ~ ___________ P,,-ge 6 Horizon Year -No Project AFri Nov 14, 2003 16:43:53 Page 5-1 I I I I Horizon Year -No Project AFri Nov 14, 2003 16:43:53 Page 6-1 Carlsbad Office Campus Long Term (2020) No Project AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #103 Cannon Rd./I-5 NBR [e/w: Cannon, n/s: NBR] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 o (Y+R 32 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.287 10.7 B ******************************************************************************** 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: 10 10 10 0 0 0 7 10 0 0 10 10 Lanes: 1 0 0 0 2 0 0 0 0 0 2 0 2 0 0 0 0 1 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 78 0 176 0 0 0 59 811 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 78 0 176 0 0 0 59 811 0 User Adj: 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 PHF Volume: 78 0 176 0 0 0 59 811 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 Reduced Vol: 78 0 176 0 0 0 59 811 0 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.: 78 0 176 0 0 0 59 811 0 o 1.00 o 1. 00 1. 00 o o o 1.00 1.00 o ------------1---------------11---------------11---------------11-Saturation Flow Module: 561 1. 00 561 1. 00 1. 00 561 o 561 1. 00 1. 00 561 203 1. 00 203 1. 00 1. 00 203 o 203 1.00 1. 00 203 ---I Sat/Lane: 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.75 1.00 1.00 Lanes: 1.00 0.00 2.00 0.00 0.00 Final Sat.: 1805 0 2842 0 0 1900 1900 1900 1900 1900 1900 1900 1.00 0.92 0.95 1.00 1.00 0.91 0.91 0.00 2.00 2.00 0.00 0.00 2.00 1.00 o 3502 3610 0 0 3466 1733 ------------1---------------11-----11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.00 0.06 0.00 0.00 0.00 0.02 0.22 0.00 0.00 0.16 0.12 Crit Moves: **** Green Time: 25.9 0.0 25.9 Volume/Cap: 0.20 0.00 0.29 Delay/veh: 38.8 0.0 39.6 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 38.8 0.0 39.6 DesignQueue: 4 0 9 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 7.0 94.1 0.29 0.29 54.9 1. 00 54.9 4 3.7 1.00 3.7 12 0.0 0.00 0.0 1.00 0.0 o **** 0.0 87.1 0.00 0.22 0.0 5.4 1.00 1.00 0.0 5.4 o 11 87.1 0.16 5.1 1.00 5.1 4 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine 1 1 1 I I 1 1 I 1 1 1 I I I 1 I 1 1 I 1 I 1 I 1 1 I 1 I I I 1 I Carlsbad Office Campus Long Term (2020) No Project AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #104 Palomar Airport Rd./Avd. Encinas [e/w: PAR, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 o (Y+R 146 Critical Vol./Cap. (x): 4 sec) Average Delay (sec/veh): Level Of Service: 0.844 38.6 D ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 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 0 1 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 60 189 327 178 91 58 305 510 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 60 189 327 178 91 58 305 510 User Adj: 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 PHF Volume: 60 189 327 178 91 58 305 510 Reduct Vol: 0 0 0 0 0 0 0 0 Reduced Vol: 60 189 327 178 91 58 305 510 77 1.00 77 1. 00 1.00 77 o 77 457 312 1.00 1.00 457 312 1.00 1.00 1.00 1.00 457 312 o 0 399 1.00 399 1.00 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 457 312 1.00 1.00 1.00 1.00 1.00 399 o 399 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.: 60 189 327 178 91 58 305 510 ------------1---------------11---------------11------Saturation Flow Module: Sat/Lane: 1900 1900 Adjustment: 0.95 1.00 Lanes: 1.00 1.00 Final Sat.: 1805 1900 1900 1900 1900 1900 1900 1900 0.85 0.97 0.97 0.85 0.95 0.98 1.00 1.32 0.68 1.00 1.00 0.87 1615 2434 1244 1615 1805 1618 77 457 312 399 11--- 1900 1900 1900 1900 0.98 0.95 1.00 0.85 0.13 1.00 1.00 1.00 244 1805 1900 1615 1 ------------1-----11---------------11-----11---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.10 0.20 0.07 0.07 0.04 0.17 0.32 0.32 0.25 0.16 0.25 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 23.6 23.6 0.14 0.42 30.3 33.0 1.00 1.00 30.3 33.0 3 8 **** 23.6 0.86 53.7 1. 00 53.7 15 **** 10.0 10.0 0.73 51.0 1.00 51.0 9 0.73 51.0 1.00 51.0 5 10.0 0.36 43.4 1.00 43.4 3 27.0 0.63 34.7 1. 00 34.7 13 **** 36.8 0.86 39.6 1.00 39.6 19 36.8 0.86 39.6 1. 00 39.6 3 **** 29.6 0.86 4'0.2 1.00 46.2 19 39.4 0.42 22.3 1.00 22.3 11 39.4 0.63 26.4 1. 00 26.4 14 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine ---------11/14/2003 16:43 Filename: 20NPAM.OUT_ Page Horizon Year -No Project AFri Nov 14, 2003 16:43:53 Carlsbad Office Campus Long Term (2020) No Project AM Peak Level Of Service Computation Report Page 7-1 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #105 Palomar Airport Rd./I-5 SBR [e/w: PAR, n/s: SBRJ ******************************************************************************** Cycle (sec): Loss Time (sec): 150 o (Y+R 39 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): 0.410 18.6 B Optimal Cycle: Level Of Service: ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 10 10 10 0 10 10 0 10 o Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 1 0 0 0 2 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 0 0 0 501 0 207 0 867 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 501 0 207 0 867 User Adj: 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 PHF Volume: 0 0 0 501 0 207 0 867 Reduct Vol: 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 501 0 207 0 867 PCE Adj: 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 Final Vol.: 0 0 0 501 0 207 0 867 ------------1---------------1 1---------------1 1-------Saturation Flow Module: 152 0 963 0 1.00 1.00 1.00 1.00 152 0 963 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 152 0 963 0 000 0 152 0 963 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 152 0 963 0 11---------------1 Sat/Lane: 1900 1900 Adjustment: 1.00 1.00 Lanes: 0.00 0.00 Final Sat.: 0 0 1900 1900 1.00 0.92 0.00 2.00 o 3502 1900 1. 00 0.00 o 1900 1900 1900 1900 1900 1900 1900 0.85 1.00 0.89 0.89 1.00 0.95 1.00 1.00 0.00 2.55 0.45 0.00 2.00 0.00 1615 0 4316 757 0 3610 0 ------------1-----II -----11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.14 0.00 0.13 0.00 0.20 0.20 0.00 0.27 0.00 Crit Moves: Green Time: Volume/Cap: Delay/veh: User DelAdj: AdjDel/Veh: DesignQueue: 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o **** 52.4 0.0 0.41 0.00 37.3 0.0 1.00 1.00 37.3 0.0 28 0 52.4 0.37 36.9 1. 00 36.9 12 **** 0.0 0.00 0.0 1.00 0.0 o 97.6 0.31 11.5 1. 00 11.5 26 97.6 0.31 11.5 1. 00 11.5 5 0.0 0.00 0.0 1. 00 0.0 o **** 97.6 0.41 12.6 1. 00 12.6 30 0.0 0.00 0.0 1.00 0.0 o - - ----- - - - 7 11/14n~()~J.~0_3 Filename: 2QFPAM.OUT Paqe 8 Horizon Year -No Project AFri Nov 14, 2003 16:43:53 Page 8-1 Carlsbad Office Campus Long Term (2020) No Project AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #106 Palomar Airport Rd./I-5 NBR [e/w: PAR, n/s: NBRJ ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 150 o (Y+R 87 Critical Vol./Cap. (x): 4 sec) Average Delay (sec/veh): Level Of Service: 0.738 36.4 D ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Ovl Include Include Include Min. Green: 10 0 10 0 0 0 7 10 10 0 10 10 Lanes: 1 0 0 0 2 0 0 0 0 0 1 0 3 0 0 0 0 3 0 2 1 -------11---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 191 0 1294 0 0 0 100 1269 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 191 0 1294 0 0 0 100 1269 o 1.00 1. 00 o User Adj: 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 PHF Volume: 191 0 1294 0 0 0 100 1269 Reduct Vol: 0 0 0 0 0 0 0 0 Reduced Vol: 191 0 1294 0 0 0 100 1269 o o 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.: 191 0 1294 0 0 0 100 1269 o ------------1---------------11---------------11-----II Saturation Flow Module: o 1177 328 1.00 1.00 1.00 o 1177 328 1.00 1.00 1.00 1.00 1.00 1.00 o 1177 328 000 o 1177 328 1.00 1.00 1.00 1.00 1.00 1.00 o 1177 328 ------1 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 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.: 1805 0 2842 0 0 0 1805 5187 0 0 5187 2842 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.11 0.00 0.46 0.00 0.00 0.00 0.06 0.24 0.00 0.00 0.23 0.12 Crit Moves: **** Green Time: 92.6 0.0 92.6 Volume/Cap: 0.17 0.00 0.74 Delay/Veh: 12.4 0.0 21.9 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 12.4 0.0 21.9 DesignQueue: 6 0 45 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o **** 11.3 0.74 87.0 1.00 87.0 8 57.4 0.64 38.5 1.00 38.5 69 0.0 0.00 0.0 1.00 0.0 o **** 0.0 46.1 0.00 0.74 0.0 48.4 1.00 1.00 0.0 48.4 o 72 46.1 0.38 40.9 1. 00 40.9 19 ******************************************************************************** ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine -- - - - ----- - --- -- - --11/14/2_0_~ __ 16,-13 ___ fil§lnal1l~_: 20NPAM.OUT Page Horizon Year -No Project AFri Nov 14, 2003 16:43:53 Page 9-1 Carlsbad Office Campus Long Term (2020) No Project AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #107 Poinsettia Ln./Avd. Encinas [e/w: Poinsettia, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 o (Y+R 56 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.310 26.0 C ******************************************************************************** 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: Prot+Permit Prot+Permit Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 10101 1 0 1 0 1 1 0 210 2 0 2 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 17 304 Growth Adj: 1.00 1.00 Initial Bse: 17 304 User Adj: 1.00 1.00 PHF Adj: 1. 00 1. 00 PHF Volume: 17 304 Reduct Vol: 0 0 Reduced Vol: 17 304 PCE Adj: 1.00 1.00 MLF Adj: 1.00 1.00 Final Vol.: 17 304 ------------1----Saturation Flow Module: 448 101 110 28 78 257 26 402 182 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 448 101 ~10 28 78 257 26 402 182 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 1.00 448 101 110 28 78 257 26 402 182 000 0 0 0 0 0 0 448 101 110 28 78 257 26 402 182 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 1.00 448 101 110 28 78 257 26 402 182 -11---------------11---------------11----- 345 1. 00 345 1.00 1.00 345 o 345 1.00 1.00 345 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.74 1.00 0.85 0.51 1.00 0.85 0.95 0.90 0.90 0.92 0.95 0.85 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.72 0.28 2.00 2.00 1.00 Final Sat.: 1406 1900 1615 970 1900 1615 1805 4645 470 3502 3610 1615 1 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.16 0.28 0.10 0.06 0.02 0.04 0.06 0.06 0.11 0.05 0.21 Crit Moves: **** **** Green Time: Volume/Cap: Delay/veh: User DelAdj: AdjDel/Veh: DesignQueue: 56.5 47.0 0.02 0.34 9.7 16.9 1.00 1.00 9.7 16.9 1 9 47.0 0.59 20.7 1. 00 20.7 14 42.7 33.2 0.24 18.3 1. 00 18.3 5 0.17 23.8 1. 00 23.8 4 33.2 0.05 22.7 1.00 22.7 1 **** 7.3 0.59 51.8 1. 00 51.8 4 10.0 0.55 44.2 1.00 44.2 13 10.0 0.55 44.2 1.00 44.2 1 33.5 0.34 25.1 1. 00 25.1 15 36.2 0.14 21.5 1.00 21.5 7 **** 36.2 0.59 27.5 1. 00 27.5 13 9 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine I I 1 1 1 1 1 1 I I I I I 1 I 1 1 1 1 1 I I I I I 1 1 1 I 1 1 11/14/2003 16:43 Filename: 20NPAM.OUT Page 10 Horizon Year -No Project AFri Nov 14, 2003 16:43:53 Page 10-1 Carlsbad Office Campus Long Term (2020) No Project AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #108 Poinsettia Ln./I-5 SBR [e/w: Poinsettia, n/s: SBR] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 o (Y+R 36 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.367 16.2 B ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 10 10 10 0 10 10 7 10 o Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 2 0 2 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 0 0 0 106 0 80 0 663 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 106 0 80 0 User Adj: 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 PHF Volume: 0 0 0 106 0 80 0 Reduct Vol: 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 106 0 80 0 1. 00 663 1.00 1.00 663 o 663 PCE Adj: 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 Final Vol.: 0 0 0 106 0 80 0 663 ------------1---------------11---------------11--- Saturation Flow Module: 143 536 1.00 1.00 143 536 1.00 1.00 1.00 1.00 143 536 o 0 143 536 1.00 1.00 1.00 1.00 143 536 11- 849 1. 00 849 1.00 1.00 849 o a 1. 00 o 1.00 1. 00 o o 849 0 1.00 1.00 1.00 1.00 849 0 ------1 Sat/Lane: 1900 1900 Adjustment: 1.00 1'.00 Lanes: 0.00 0.00 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1.00 0.92 1.00 0.85 1.00 0.95 0.85 0.92 0.95 1.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 o 3502 0 1615 0 3610 1615 3502 3610 0 ------------1 11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.03 0.00 0.05 0.00 0.18 0.09 0.15 0.24 0.00 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 10.0 0.36 52.8 1.00 52.8 7 0.0 0.00 0.0 1. 00 0.0 o 10.0 0.59 60.0 1. 00 60.0 5 0.0 0.00 0.0 1.00 0.0 o **** 60.0 0.37 18.5 1. 00 18.5 23 60.0 0.18 16.6 1. 00 16.6 5 **** 50.0 0.37 24.3 1. 00 24.3 22 110 0.26 0.6 1.00 0.6 5 0.0 0.00 0.0 1.00 0.0 o ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - - - ------11/14/2003 16:43 Filename: 20NPAM.OUT Page 11 Horizon Year -No Project AFri Nov 14, 2003 16:43:53 Carlsbad Office Campus Long Term (2020) No Project AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 11-1 ******************************************************************************** Intersection #109 Poinsettia Ln./I-5 NBR [e/w: Poinsettia, n/s: NBRJ ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 o (Y+R 46 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.501 23.1 C ******************************************************************************** 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: 10 10 10 0 0 o 7 10 0 0 10 10 Lanes: 1 0 0 0 2 0 0 0 0 o 102 a a 0 a 3 0 1 ---1---------------11-----Volume Module: -11---------------11---------------1 Base Vol: 202 Growth Adj: 1.00 Initial Bse: 202 User Adj: 1.00 o 1.00 o 1. 00 PHF Adj: 1.00 1.00 PHF Volume: 202 Reduct Vol: 0 Reduced Vol: 202 PCE Adj: 1.00 MLF Adj: 1.00 Final Vol.: 202 ------------1---- o o o 1. 00 1. 00 o Saturation Flow Module: Sat/Lane: 1900 1900 Adjustment: 0.95 1.00 Lanes: 1.00 0.00 525 0 0 1.00 1.00 1.00 525 0 0 1.00 1.00 1.00 1.00 1.00 1.00 525 a 0 000 525 0 0 1.00 1.00 1.00 1.00 1.00 1.00 525 0 0 --11----- 1900 0.75 2.00 1900 1.00 0.00 1900 1.00 0.00 Final Sat.: 1805 0 2842 o o 1---------------11-Capacity Analysis Module: a 159 611 1.00 1.00 1.00 o 159 611 1.00 1.00 1.00 1.00 1.00 1.00 o 159 611 o 0 0 o 159 611 1.00 1.00 1.00 1.00 1.00 1.00 o 159 611 11-- 1900 1900 1.00 0.95 0.00 1.00 o 1805 ----II 1900 0.95 2.00 3610 Vol/Sat: 0.11 0.00 0.18 0.00 0.00 0.00 0.09 0.17 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 44.2 0.30 27.2 1. 00 27.2 9 0.0 0.00 0.0 1. 00 0.0 o **** 44.2 0.50 29.7 1.00 29.7 23 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 21.1 0.50 46.0 1. 00 46.0 9 75.8 0.27 9.9 1. 00 9.9 16 o 0 1184 363 1.00 1.00 1.00 1.00 o 0 1184 363 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o 0 1184 363 000 0 o 0 1184 363 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o 0 1184 363 11---------------1 1900 1900 1900 1.00 1.00 0.91 0.00 0.00 3.00 o 0 5187 --11------- 0.00 0.0 0.00 0.0 1. 00 0.0 o 0.00 0.23 0.0 0.00 0.0 1.00 0.0 o **** 54.7 0.50 23.2 1. 00 23.2 45 1900 0.85 1. 00 1615 0.22 54.7 0.49 23.5 1.00 23.5 14 I ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine -- -- -- --- - 11/14/2003 16:43 Filename: 20NPAM.OUT Page 12 I I I I I 1 I I I I 1 1 I 1 1 1 I 1 I 1 1 I I - - - - --- --11/14/2003 16: 58 Filename: 20NPP1·t.0U'J:'___ Page Horizon Year -No Project PFri Nov 14, 2003 16:58:36 Scenario: Command: Volume: Geometry: Impact Fee: Trip Generation: Trip Distribution: Paths: Routes: Configuration: Carlsbad Office Campus Long Term (2020) No Project PM Peak Scenario Report Horizon Year -No Project PM Horizon Year -No Project PM Horizon Year PM Default Geometry Default Impact Fee No Project Project Default Paths Default Routes Horizon Year -No Project PM Page 1-1 Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine -- --- - - - - - 1 11/14/2003 16:58 Filename: 20NPPM.OUT Page 2 I Horizon Year -No Project PFri Nov 14, 2003 16:58:36 Page 2-1 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 -------------------------------------------------------------------------------- Carlsbad Office Campus Long Term (2020) No Project PM Peak -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C #101 Cannon Rd./Avd. Encinas C 29.2 0.434 C 29.2 0.434 + 0.000 D/V #102 Cannon Rd./I-s SBR B 19.6 0.335 B 19.6 0.335 + 0.000 D/V #103 Cannon Rd./I-s NBR B 10.7 0.399 B 10.7 0.399 + 0.000 D/V #104 Palomar Airport Rd./Avd. Encin D 42.1 0.859 D 42.1 0.859 + 0.000 D/V #105 Palomar Airport Rd./I-s SBR B 13.1 0.416 B 13.1 0.416 + 0.000 D/V #106 Palomar Airport Rd./I-s NBR B 13.1 0.452 B 13.1 0.452 + 0.000 D/V #107 Poinsettia Ln./Avd. Encinas C 28.8 0.533 C 28.8 0.533 + 0.000 D/V #108 Poinsettia Ln./I-s SBR C 22.7 0.541 C 22.7 0.541 + 0.000 D/V #109 Poinsettia Ln./I-S NBR C 22.9 0.613 C 22.9 0.613 + 0.000 D/V Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine ---- ------11/14/2003 16:58 Filename: 20NPPM.OUT· Page 3 Horizon Year -No Project PFri Nov 14, 2003 16:58:36 Page 3-1 Carlsbad Office Campus Long Term (2020) No Project PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #101 Cannon Rd./Avd. Encinas [e/w: Cannon, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): 100 o (Y+R 40 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): 0.434 29.2 C Optimal Cycle: Level Of Service: ******************************************************************************** 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---------------1 1---------------1 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 1 0 2 0 1 0 1 1 0 1 1 0 2 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 105 162 242 370 Growth Adj: 1.00 1.00 1.00 1.00 Initial Bse: 105 162 242 370 User Adj: 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 PHF Volume: 105 162 242 370 Reduct Vol: 0 0 0 0 Reduced Vol: 105 162 242 370 PCE Adj: 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 Final Vol.: 105 162 242 370 ------------1---------------11----- Saturation Flow Module: 310 1. 00 310 1. 00 1. 00 310 o 310 1. 00 1.00 310 35 8 113 53 266 98 284 1.00 1.00 1.00 1.00 1.00 1.00 1.00 35 8 113 53 266 98 284 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 35 8 113 53 266 98 284 000 0 000 35 8 113 53 266 98 284 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 35 8 113 53 266 98 284 11---------------11---------------1 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.86 0.86 0.92 1.00 0.85 0.95 Lanes: 1.00 1.00 1.00 2.00 1.00 1.00 1.00 Final Sat.: 1805 1643 1643 3502 1900 1615 1805 1900 1900 1900 1900 1900 0.90 0.90 0.92 0.84 0.84 1.36 0.64 2.00 1.00 1.00 2339 1097 3502 1605 1605 ---1---------------11---------------11 -------11---------------1 Capacity Analysis Module: Vol/Sat: 0.06 0.10 0.15 0.11 0.16 0.02 0.00 0.05 0.05 0.08 0.06 0.18 Crit Moves: **** **** Green Time: 7.0 31.9 31.9 Volume/Cap: 0.83 0.31 0.46 Delay/Veh: 80.9 25.9 27.6 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 80.9 25.9 27.6 DesignQueue: 6 6 9 22.9 0.46 33.7 1. 00 33.7 16 47.7 0.34 16.6 1.00 16.6 9 47.7 0.05 14.0 1.00 14.0 1 **** 7.0 0.06 43.6 1.00 43.6 o 10.0 0.48 43.6 1. 00 43.6 6 10.0 0.48 43.6 1. 00 43.6 3 35.3 0.22 22.8 1. 00 22.8 10 38.3 0.16 20.3 1. 00 20.3 3 **** 38.3 0.46 23.6 1. 00 23.6 10 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine 1 1 I 1 I I I I I 1 I 1 I 1 1 I I 1 I 1 1 1 I I 1 I I I - --- - - - - 11/14/2003 16: 58 Filename:_ 2QNPpr·1. OUT Page Horizon Year -No Project PFri Nov 14, 2003 16:58:36 Carlsbad Office Campus Long Term (2020) No Project PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 4-1 -4 ******************************************************************************** Intersection #102 Cannon Rd./I-5 SBR [e/w: Cannon, n/s: SBR] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 a (Y+R 34 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.335 19.6 B ******************************************************************************** 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: 0 0 0 10 10 10 0 10 10 7 10 o Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 2 0 2 0 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 0 0 0 222 0 35 0 551 174 418 613 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 0 222 0 35 0 551 174 418 613 a 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: 0 0 0 222 0 35 0 551 174 418 613 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 222 a 35 0 551 174 418 613 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 0 222 0 35 0 551 174 418 613 0 ------------1---------------1 1---------------1 1---------------1 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 0.92 1.00 0.85 1.00 0.95 0.85 0.92 0.95 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3502 0 1615 0 3610 1615 3502 3610 0 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.06 0.00 0.02 0.00 0.15 0.11 0.12 0.17 0.00 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj : AdjDel/Veh: DesignQueue: 0.0 0.00 0.0 1. 00 0.0 a 0.0 0.00 0.0 1.00 0.0 a 0.0 0.00 0.0 1.00 0.0 a **** 22.7 0.0 0.34 0.00 42.4 0.0 1.00 1.00 42.4 0.0 12 0 22.7 0.11 40.5 1.00 40.5 2 **** 0.0 54.6 0.00 0.0 1. 00 0.0 a 0.34 21.1 1. 00 21.1 21 54.6 0.24 20.1 1.00 20.1 6 **** 42.7 97.3 0.34 28.4 1.00 28.4 18 0.21 2.6 1.00 2.6 8 0.0 0.00 0.0 1.00 0.0 o ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine --- - - --11/14/2003 16:58 Filename: 20NPPM.OUT Horizon Year -No Project PFri Nov 14, 2003 16:58:36 Carlsbad Office Campus Long Term (2020) No Project PM Peak Level Of Service Computation Report - - Paqe Page 5-1 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #103 Cannon Rd./I-5 NBR [e/w: Cannon, n/s: NBR) ******************************************************************************** Cycle (sec): Loss Time (sec): 120 o (Y+R 38 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): 0.399 10.7 B Optimal Cycle: Level Of Service: ******************************************************************************** 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---------------1 1---------------1 1------- Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 0 0 0 7 10 0 0 10 10 Lanes: 1 0 0 0 2 0 0 0 0 0 2 0 2 0 0 0 0 1 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 22 0 239 0 0 0 81 687 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 22 0 239 0 0 0 81 687 User Adj: 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 PHF Volume: 22 0 239 0 0 0 81 687 Reduct vol: 0 0 0 0 0 0 0 0 Reduced Vol: 22 0 239 0 0 0 81 687 PCE Adj: 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 Final Vol.: 22 0 239 0 0 0 81 687 ------------1---------------11---------------11-- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 Lanes: 1.00 0.00 Final Sat.: 1805 0 ------------1---- 0.75 1.00 1.00 2.00 0.00 0.00 2842 0 0 11--- Capacity Analysis Module: 1900 1900 1900 1.00 0.92 0.95 0.00 2.00 2.00 o 3502 3610 --II o 0 1009 394 1.00 1.00 1.00 1.00 o 0 1009 394 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o 0 1009 394 o 0 0 0 o 0 1009 394 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o 0 1009 394 ---11---------------1 1900 1900 1900 1900 1.00 1.00 0.91 0.91 0.00 0.00 2.00 1.00 o 0 3458 1729 ----11---------------1 Vol/Sat: 0.01 0.00 0.08 0.00 0.00 0.00 0.02 0.19 0.00 0.00 0.29 0.23 Crit Moves: Green Time: 25.3 0.0 Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 0.06 37.9 1. 00 37.9 1 0.00 0.0 1.00 0.0 o **** 25.3 0.40 41.3 1. 00 41.3 13 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o **** 7.0 0.40 55.7 1. 00 55.7 5 94.7 0.24 3.3 1. 00 3.3 10 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 87.7 0.40 6.2 1.00 6.2 19 87.7 0.31 5.7 1. 00 5.7 7 - - - --- -- - - 5 11/14/2003 16: 58 Filename: 20NPPM.OUT Page Horizon Year -No Project PFri Nov 14, 2003 16:58:36 Carlsbad Office Campus Long Term (2020) No project PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Page 6-1 6 ******************************************************************************** Intersection #104 Palomar Airport Rd./Avd. Encinas [e/w: PAR, n/s: Encinas) ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 o (Y+R 162 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.859 42.1 D ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 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 0 1 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 125 183 388 515 284 Growth Adj: 1.00 1.00 1.00 1.00 1.00 Initial Bse: 125 183 388 515 284 User Adj: 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 PHF Volume: 125 183 388 515 284 Reduct Vol: 0 0 0 0 0 Reduced Vol: 125 183 388 515 284 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.: 125 183 388 515 284 ------------1---------------11------- Saturation Flow Module: 321 92 343 48 309 667 1.00 1.00 1.00 1.00 1.00 1.00 321 92 343 48 309 667 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 321 92 343 48 309 667 o 0 0 0 0 0 321 92 343 48 309 667 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 321 92 343 48 309 667 11---------------11---- 234 1. 00 234 1.00 1. 00 234 o 234 1. 00 1.00 234 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 1.29 0.71 1.00 1.00 0.88 0.12 1.00 1.00 1.00 Final Sat.: 1805 1900 1615 2373 1309 1615 1805 1637 229 1805 1900 1615 I ---1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.07 0.10 0.24 0.22 0.22 0.20 0.05 0.21 0.21 0.17 0.35 0.14 Crit Moves: **** Green Time: 27.6 27.6 27.6 25.0 Volume/Cap: 0.25 0.35 0.87 Delay/Veh: 28.4 29.4 51.0 0.87 44.9 1.00 44.9 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 28.4 29.4 51.0 DesignQueue: 5 8 16 23 **** 25.0 0.87 44.9 1. 00 44.9 13 25.0 0.80 45.7 1. 00 45.7 14 **** 7.0 0.73 64.7 1. 00 64.7 5 26.1 0.80 43.9 1. 00 43.9 15 26.1 0.80 43.9 1. 00 43.9 2 **** 21.3 40.4 0.80 0.87 49.0 37.8 1.00 1.00 49.0 37.8 14 24 40.4 0.36 21.1 1.00 21.1 8 ******************************************************************************** ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine ----- -- - - 11/14/200L16:58 fA:i.",nam",_: 20NPPM.OUT Page Horizon Year -No Project PFri Nov 14, 2003 16:58:36 Page 7-1 Carlsbad Office Campus Long Term (2020) No Project PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #105 Palomar Airport Rd./I-5 SBR [e/w: PAR, n/s: SBR] ******************************************************************************** Cycle (sec): Loss Time (sec): 150 o (Y+R 39 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): 0.416 13.1 B Optimal Cycle: Level Of Service: ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: o 0 0 10 10 10 0 10 10 0 10 o Lanes: o 0 000 2 0 0 0 1 002 1 0 0 020 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: Growth Adj: Initial Bse: User Adj: PHF Adj: PHF Volume: Reduct Vol: Reduced Vol: PCE Adj: MLF Adj: Final Vol.: ------------1 o 1. 00 o 1.00 1. 00 o o o 1.00 1.00 o o 1.00 o 1.00 1.00 o o o 1.00 1.00 o Saturation Flow Module: Sat/Lane: 1900 1900 Adjustment: 1.00 1.00 Lanes: 0.00 0.00 Final Sat.: 0 0 ------------1--- o 1. 00 o 1. 00 1.00 o o o 1.00 1. 00 o 1900 1.00 II 355 1. 00 355 1. 00 1.00 355 o 355 1.00 1. 00 355 o 1. 00 o 1. 00 1.00 o o o 1.00 1.00 o 1900 1900 0.92 1.00 0.00 2.00 0.00 o 3502 0 ----11----- Capacity Analysis Vol/Sat: 0.00 Crit Moves: Module: Green Time: 0.0 Volume/Cap: 0.00 Delay/veh: 0.0 User DelAdj: 1.00 AdjDel/Veh: 0.0 DesignQueue: o 0.00 0.00 0.10 0.00 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o **** 36.5 0.0 0.42 0.00 48.1 0.0 1.00 1.00 48.1 0.0 23 0 150 0 1358 240 0 1060 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 150 0 1358 240 0 1060 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 1.00 150 0 1358 240 0 1060 0 0000000 150 0 1358 240 0 1060 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 1.00 150 0 1358 240 0 1060 0 11---------------11---------------1 1900 1900 1900 0.85 1.00 1615 1.00 0.89 0.00 2.55 o 4311 -11-- 1900 0.89 1900 1900 1.00 0.95 0.45 0.00 2.00 762 0 3610 ---11------ 1900 1. 00 0.00 o 0.09 0.00 0.32 0.32 0.00 0.29 0.00 36.5 0.38 47.9 1. 00 47.9 10 0.0 0.00 0.0 1. 00 0.0 o **** 113 0.42 6.6 1.00 6.6 30 113.5 0.42 6.6 1. 00 6.6 5 **** 0.0 0.00 0.0 1.00 0.0 o 113 0.39 6.4 1.00 6.4 23 0.0 0.00 0.0 1.00 0.0 o I 7 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine --- ---- - - - 11/1.4/2003 16: 58 _Filename: 20NPPM.OqT__ Page Horizon Year -No Project PFri Nov 14, 2003 16:58:36 Carlsbad Office Campus Long Term (2020) No Project PM Peak Level Of Service Computation Report Page 8-1 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #106 Palomar Airport Rd./I-5 NBR [e/w: PAR, n/s: NBR] ******************************************************************************** Cycle (sec): Loss Time {sec}: 150 o (Y+R 42 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): 0.452 13.1 B Optimal Cycle: Level Of Service: ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Ovl Include Include Include Min. Green: 10 0 10 0 0 0 7 10 10 0 10 10 Lanes: 1 0 0 0 2 0 0 0 0 0 1 0 3 0 0 0 0 3 0 2 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 69 0 284 0 0 0 68 1294 0 0 1629 339 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: 69 0 284 0 0 0 68 1294 0 0 1629 339 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: 69 0 284 0 0 0 68 1294 0 0 1629 339 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 69 0 284 0 0 0 68 1294 0 0 1629 339 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 0 284 0 0 0 68 1294 0 0 1629 339 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.75 1.00 1.00 1.00 0.95 0.91 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 1.00 3.00 Final Sat.: 1805 0 2842 0 0 0 1805 5187 1900 1900 1900 1900 1.00 1.00 0.91 0.75 0.00 0.00 3.00 2.00 o 0 5187 2842 8 1---------------11---------------11------11---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.00 0.10 0.00 0.00 0.00 0.04 0.25 0.00 0.00 0.31 0.12 Crit Moves: **** Green Time: 33.2 0.0 33.2 Volume/Cap: 0.17 0.00 0.45 Delay/Veh: 47.5 0.0 51.1 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 47.5 0.0 51.1 DesignQueue: 5 0 19 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 12.5 0.45 67.6 1.00 67.6 5 117 0.32 4.9 1.00 4.9 25 0.0 0.00 0.0 1. 00 0.0 o **** 0.0 104 104.3 0.00 0.45 0.17 0.0 10.2 1.00 1.00 0.0 10.2 o 45 7.9 1.00 7.9 9 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF consulting, Irvine ----- -- - - 1l/14/20Ql_:J,6:58 Filename: 20NPPM~11'I'___ _ _____ ~_a.ge Horizon Year -No Project PFri Nov 14, 2003 16:58:36 Carlsbad Office Campus Long Term (2020) No Project PM Peak Level Of Service Computation Report Page 9-1 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #107 Poinsettia Ln./Avd. Encinas [e/w: Poinsettia, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 o (Y+R 95 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.533 28.8 C ******************************************************************************** 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---------------1 1---------------1 1------ Control: Prot+Permit Prot+Permit Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 10101 1 0 1 0 1 1 0 210 202 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 54 168 510 358 308 85 65 281 41 640 262 132 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: 54 168 510 358 308 85 65 281 41 User Adj: 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 PHF Volume: 54 168 510 358 308 85 65 281 41 Reduct Vol: 0 0 0 0 0 0 0 0 0 Reduced Vol: 54 168 510 358 308 85 65 281 41 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.: 54 168 510 358 308 85 65 281 41 ------------1---------------11---------------11---------------11 Saturation Flow Module: 640 1.00 1.00 640 o 640 1.00 1.00 640 262 1.00 1.00 262 o 262 1.00 1.00 262 132 1. 00 1.00 132 o 132 1.00 1.00 132 -----1 Sat/Lane: 1900 1900 Adjustment: 0.52 1.00 Lanes: 1.00 1.00 Final Sat.: 996 1900 1900 1900 1900 0.85 0.70 1.00 1.00 1.00 1.00 1615 1336 1900 1900 1900 1900 1900 1900 1900 1900 0.S5 0.95 0.89 0.89 0.92 0.95 0.85 1.00 1.00 2.62 0.38 2.00 2.00 1.00 1615 1805 4441 648 3502 3610 1615 ----I----II ----11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.05 0.09 0.32 0.27 0.16 0.05 0.04 0.06 0.06 O.lS 0.07 0.08 Crit Moves: **** **** **** **** 9 Green Time: 47.8 40.8 40.8 66.4 59.4 59.4 13.8 10.0 10.0 23.6 19.8 19.8 Volume/Cap: 0.11 0.22 0.77 0.40 0.27 0.09 0.26 0.63 0.63 0.77 0.37 0.41 Delay/Veh: 14.5 19.4 31.3 7.6 10.0 8.7 39.1 45.8 45.8 40.3 35.0 35.9 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: 14.5 19.4 31.3 7.6 10.0 8.7 39.1 45.8 45.8 40.3 35.0 35.9 DesignQueue: 3 6 18 16 7 2 3 14 2 28 12 6 ******************************************************************************** Traffix 7.5.0715 (c) 2002 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 11/14/2003 16:58 Filename: 20NPPM.OUT Page 10 Horizon Year -No Project PFri Nov 14, 2003 16:58:36 Page 10-1 Carlsbad Office Campus Long Term (2020) No Project PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #108 Poinsettia Ln./I-5 SBR [e/w: Poinsettia, n/s: SBR] ******************************************************************************** Cycle (sec): Loss Time (sec): 120 o (Y+R 50 Cri tical Vol. /Cap. (X): 4 sec) Average Delay (sec/veh): 0.541 22.7 C Optimal Cycle: Level Of Service: ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 10 10 10 0 10 10 7 10 o Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 2 0 2 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 0 0 0 500 0 132 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 500 0 132 User Adj: 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 PHF Volume: 0 0 0 500 0 132 Reduct Vol: 0 0 0 0 0 0 Reduced Vol: 0 0 0 500 0 132 PCE Adj: 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 Final Vol.: 0 0 0 500 0 132 ------------1---------------11---------------11 Saturation Flow Module: o 967 182 456 901 0 1.00 1.00 1.00 1.00 1.00 1.00 o 967 lS2 456 901 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 o 967 182 456 901 0 o 0 000 0 o 967 182 456 901 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 o 967 182 456 901 0 -------11---------------1 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.92 1.00 0.85 1.00 1900 0.95 2.00 3610 1900 1900 1900 1900 0.85 0.92 0.95 1.00 1.00 2.00 2.00 0.00 1615 3502 3610 0 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 Final Sat.: 0 0 0 3502 0 1615 0 ------------1---------------11---------------11---11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.14 0.00 0.08 0.00 0.27 0.11 0.13 0.25 0.00 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/veh: DesignQueue: 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 31.7 0.0 0.54 0.00 38.6 0.0 1.00 1.00 38.6 0.0 25 0 31.7 0.31 35.8 1.00 35.8 7 **** 0.0 59.4 0.00 0.54 0.0 21.2 1.00 1.00 0.0 21.2 o 35 59.4 0.23 17.4 1. 00 17.4 6 **** 28.9 88.3 0.54 40.5 1. 00 40.5 24 0.34 5.6 1.00 5.6 17 0.0 0.00 0.0 1.00 0.0 o ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine -- -- -----11/14/2003 16:58 Filename: 20NPPM.OUT Page 11 Horizon Year -No Project PFri Nov 14, 2003 16:58:36 Page 11-1 Carlsbad Office Campus Long Term (2020) No Project PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection H109 Poinsettia Ln./I-5 NBR [e/w: Poinsettia, n/s: NBRJ ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 o (Y+R 59 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.613 22.9 C ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Include Rights: Include Include Include 10 Min. Green: 10 10 10 0 0 o 7 o o o 10 10 Lanes: 1 000 2 000 o 0 1 0 2 0 00301 ------------1-Volume Module: Base Vol: 197 0 Growth Adj: 1.00 1.00 Initial Bse: 197 0 User Adj: 1.00 1.00 PHF Adj: 1.00 1.00 PHF Volume: 197 0 Reduct Vol: 0 0 Reduced Vol: 197 0 PCE Adj: 1.00 1.00 MLF Adj: 1.00 1.00 Final vol.: 197 0 ---II 698 1. 00 698 1. 00 1. 00 698 o 698 1. 00 1.00 698 ------11----- o 0 0 140 1327 1.00 1.00 1.00 1.00 1.00 o 0 0 140 1327 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o 0 0 140 1327 o 0 000 o 0 0 140 1327 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o 0 0 140 1327 11---------------1 o 0 1160 183 1.00 1.00 1.00 1.00 o 0 1160 183 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o 0 1160 183 000 0 o 0 1160 183 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o 0 1160 183 ------------1-----11-------11---11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 Adjustment: 0.95 1.00 0.75 Lanes: 1.00 0.00 2.00 Final Sat.: 1805 0 2842 ------------1---------------11 Capacity Analysis Module: Vol/Sat: 0.11 0.00 0.25 Crit Moves: **** Green Time: 48.1 0.0 48.1 Volume/Cap: 0.27 0.00 0.61 Delay/veh: 24.4 0.0 29.6 User DelAdj: 1.00 1.00 1.00 AdjDel/veh: 24.4 0.0 29.6 DesignQueue: 8 0 29 1900 1.00 0.00 o 1900 1.00 0.00 o 0.00 0.00 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 1900 1900 1900 1900 1.00 0.95 0.95 1.00 0.00 1.00 2.00 0.00 o 1805 3610 0 -11---------------11 0.00 0.0 0.00 0.0 1.00 0.0 o 0.08 0.37 18.5 0.50 48.0 1. 00 48.0 8 **** 71. 9 0.61 15.7 1.00 15.7 39 0.00 0.0 0.00 0.0 1.00 0.0 . 0 1900 1900 1.00 0.91 0.00 3.00 o 5187 0.00 0.22 **** 0.0 53.4 0.00 0.50 0.0 24.0 1.00 1.00 0.0 24.0 o 45 1900 0.85 1.00 1615 ----I 0.11 53.4 0.25 21.0 1. 00 21.0 7 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine ------- - - - 11/14/2003 16:58 Filename: 20NPPM.OUT Page 12 - - - -- - - - - -- -- - -- - - - RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: Avd. Encinas (N/S) Cannon Rd. (EIW) INTERSECTION: Avd. Encinas (N/S) Cannon Rd. (EIW) SCENARIO: Long-Term (2020) No Project SCENARIO: Long-Term (2020) No Project COUNT DATE: 07/15/03 PEAKHR:..:.;AM::.:.::-______ _ ANALYST: NEM AGENCY: Carlsbad COUNT DATE: 07/15/03 PEAK HR: .;:.P.:.;.:M'---____ ..,..---,--_ ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 1 1800 164 0.09 NB Left 1 1800 105 0.06 * NB Thru 2 4000 162 0.10 * NB Thru 2 4000 162 0.10 NB Right 0 0 232 0.00 NB Right 0 0 242 0.00 SB Left 2 3600 112 0.03 * SB Left 2 3600 370 0.10 SB Thru 1 2000 61 0.03 SB Thru 1 2000 310 0.16 * SB Right 1 1800 25 O.oI SB Right 1 1800 35 0.02 EB Left 1 1800 20 0.01 EB Left 1 1800 8 0.00 EB Thru 2 4000 145 0.09 * EB Thru 2 4000 113 0.04 * EB Right 0 0 213 0 EB Right 0 0 53 0 WB Left 2 3600 315 0.09 * WB Left 2 3600 266 0.Q7 * WBThru 2 4000 64 0.06 WBThru 2 4000 98 0.10 WB Right 0 0 183 0.00 WB Right 0 0 284 0.00 NORTH/SOUTH CRITICAL SUMS 0.13 NORTH/SOUTH CRITICAL SUMS 0.22 EASTIWEST CRITICAL SUMS 0.18 EASTIWEST CRITICAL SUMS 0.11 SUM OF CRITICAL VIC RATIO 0.31 SUM OF CRITICAL VIC RATIO 0.33 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.41 INTERSECTION CAPACITY UTILIZATION (lCU) 0.43 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61-<= B .61 -<= C .71-<= C .71 -<= * Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91 -<= E .91-<= F >1.0 F >1.0 Project#: 55-100144.001 1111712003 --- -- - --- -- ----- - - - RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAP ACITY UTILIZATION INTERSECTION: 1-5 SBR (N/S) Cannon Rd. (EIW) INTERSECTION: 1-5 SBR (N/S) Cannon Rd. (EIW) SCENARIO: Long-Term (2020) No Project SCENARIO: Long-Term (2020) No Project COUNT DATE: ANALYST: ___ ----0.:..;7.;.../1:..;:5.:..;/0"'-3 PEAK. HR: .;:.AM::.;.::..-::----:-___ --:----- NEM AGENCY: Carlsbad COUNT DATE: ANALYST: ____ --=-07:.;../1:..;:5.;...10:..:...3 PEAK. HR: ..:.P""M=---______ _ NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK. UNADJUSTED AM PEAK. MOVEMENT NO. of CAPACITY PM PEAK. UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left ° 0 0 0.00 NB Left 0 0 0 0.00 NB Thru ° 0 ° 0.00 * NBThru 0 0 0 0.00 * NB Right 0 ° 0 0.00 NB Right 0 0 0 0.00 SB Left 2 3600 478 0.13 * SB Left 2 3600 222 0.06 * SB Thru 0 0 0 0.00 SB Thru 0 0 0 0.00 SB Right 1 1800 224 0.12 SB Right 1 1800 35 0.02 EB Left 0 ° 0 0.00 EB Left 0 0 0 0.00 EB Thru 2 4000 370 0.09 * EBThru 2 4000 551 0.14 * EB Right 1 1800 119 0.07 EB Right 1 1800 174 0.10 WB Left 2 3600 301 0.08 * WB Left 2 3600 418 0.12 * WB Thru 2 4000 338 0.08 WBThru 2 4000 613 0.15 WB Right 0 0 0 0.00 WB Right 0 0 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.13 NORTH/SOUTH CRITICAL SUMS 0.06 EASTIWEST CRITICAL SUMS 0.17 EASTIWEST CRITICAL SUMS 0.26 SUM OF CRITICAL VIC RATIO 0.30 SUM OF CRITICAL VIC RATIO 0.32 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.40 INTERSECTION CAPACITY UTILIZATION (lCU) 0.42 LEVEL OF SERVICE (LOS) A LEVELj)F_SERVICE (LOS) ---A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61 -<= C .71 -<= C .71 -<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= •• extra wide outside lane E .91 -<= E .91 -<= F >1.0 F >1.0 Project#: 55-100144.001 11117/2003 --- -- - -- --- -- -- - ---RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: 1-5 NBR (N/S) Cannon Rd. (E/W) INTERSECTION: 1-5 NBR (N/S) Cannon Rd. (EIW) SCENARIO: Long-Tenn (2020) No Project SCENARIO: Long-Tenn (2020) No Project COUNT DATE: 07/15103 PEAK HR:_AM _______ _ COUNT DATE: 07115103 PEAKHR:..:.P.:.:;M"-______ _ ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK I MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 1 1800 78 0.04 * NB Left 1 1800 22 om * NB Thru 0 0 0 0.00 NB Thru 0 0 0 0.00 NB Right 2 3600 176 0.05 NB Right 2 3600 239 0.D7 SB Left 0 0 0 0 SB Left 0 0 0 0 SB Thru 0 0 0 0.00 * SB Thru 0 0 0 0.00 * ! SB Right 0 0 0 0 SBRight 0 0 0 o 1 EB Left 2 3600 59 0.02 * EB Left 2 3600 81 0.02 *1 EBThru 2 4000 811 0.20 EB Thru 2 4000 687 0.17 I EB Right 0 0 0 0 EB Right 0 0 0 0 i WBLeft 0 0 0 0 WB Left 0 0 0 0 WBThru 1 2000 561 0.28 * WBThru 1 2000 1009 0.50 * WB Right 2 3600 203 0.06 WBRight 2 3600 394 0.11 NORTH/SOUTH CRITICAL SUMS 0.04 NORTH/SOUTH CRITICAL SUMS 0.01 EASTIWEST CRITICAL SUMS 0.30 EASTIWEST CRITICAL SUMS 0.52 SUM OF CRITICAL VIC RATIO 0.34 SUM OF CRITICAL VIC RATIO 0.53 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.44 INTERSECTION CAPACITY UTILIZATION (lCU) 0.63 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) B NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61-<= B .61-<= C .71-<= C .71 -<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81-<= ** extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project #: 55·100144.001 11117/2003 --- - ---- -- --- - - -- --RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: Avd. Encinas (N/S) Palomar Airport (EIW) INTERSECTION: Avd. Encinas (N/S) Palomar Airport (E/W) SCENARIO: Long-Term (2020) No Project SCENARIO: Long-Term (2020) No Project COUNT DATE: 07115/03 PEAKHR:.;..AM::.:.::.. ______ _ COUNT DATE: 07115/03 PEAKHR:..:..P:.;,.:M'--______ _ ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 1 1800 60 0.D3 NB Left 1 1800 125 0.07 * NB Thru 1 2000 189 0.09 * NB Thru 1 2000 183 0.09 NB Right 1 1800 327 0.18 NB Right 1 1800 388 0.22 SB Left 1.5 2700 178 0.07 * SB Left 1.5 2700 515 0.19 SB Thru 0.5 1000 91 0.09 SBThru 0.5 1000 284 0.28 * SB Right 1 1800 58 0.03 SB Right 1 1800 321 0.18 EB Left 1 1800 305 0.17 EB Left 1 1800 92 0.05 * EB Thru 1 2000 510 0.29 * EB Thru 1 2000 343 0.20 EB Right 0 0 77 0 EB Right 0 0 48 0 WB Left 1 1800 457 0.25 * WB Left 1 1800 309 0.17 WBThru 1 2000 312 0.16 WBThru 1 2000 667 0.33 * WB Right 1 1800 399 0.22 WB Right 1 1800 234 0.13 NORTH/SOUTH CRITICAL SUMS 0.16 NORTH/SOUTH CRITICAL SUMS 0.35 EASTfWEST CRITICAL SUMS 0.54 EASTfWEST CRITICAL SUMS 0.38 SUM OF CRITICAL VIC RATIO 0.70 SUM OF CRITICAL VIC RATIO 0.73 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.80 INTERSECTION CAPACITY UTILIZATION (ICU) 0.83 LEVEL OFSERVICE (LOS) C LEVEL OF SERVICE (LOS) D NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61-<= C .71 -<= C .71-<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project #: 55-100144.001 11117/2003 --- ---- ------ - - -- --RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: 1-5 SBR (N/S) Palomar Airport (END INTERSECTION: 1-5 SBR (N/S) Palomar Airport (EI'jf) SCENARIO: Long-Term (2020) No Project SCENARIO: Long-Term (2020) No Project COUNT DATE: ANALYST: _____ 0--'7_/1..;..51_0.;...3 PEAK HR: ..;..AM..;...;... ______ _ NEM AGENCY: Carlsbad COUNT DATE: ANALYST: 07/15103 PEAKHR: PM ~~--~~~ ~~~~---~~--AGENCY: Carlsbad NEM MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 0 0 0 0.00 NB Left 0 0 0 0.00 NB Thru ° 0 0 0.00 * NBThru 0 0 0 0.00 '" NBRight ° 0 0 0.00 NB Right 0 0 0 0.00 SB Left 2 3600 501 0.14 '" SB Left 2 3600 355 0.10 * SB Thru ° 0 0 0.00 SBThru 0 0 0 0.00 SB Right 1 1800 207 0.12 SB Right 1 1800 150 0.08 EB Left ° ° ° 0.00 * EB Left 0 0 ° 0.00 '" EBThru 3 6000 867 0.17 EB Thru 3 6000 1358 0.27 EB Right ° ° 152 ° EB Right 0 0 240 ° WB Left ° 0 ° ° WBLeft 0 0 ° 0 WBThru 2 4000 963 0.24 * WBThru 2 4000 1060 0.27 '" WB Right 0 0 0 0.00 WB Right 0 0 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.14 NORTH/SOUTH CRITICAL SUMS 0.10 EASTIWEST CRITICAL SUMS 0.24 EAST/WEST CRITICAL SUMS 0.27 SUM OF CRITICAL VIC RATIO 0.38 SUM OF CRITICAL VIC RATIO 0.37 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.48 INTERSECTION CAPACITY UTILIZATION (ICU) 0.47 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61-<= C .71 -<= C .71-<= * Denotes Critical Movements D .81-<= '" Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91 -<= E .91 -<= F >1.0 F >1.0 Project #: 55-100144.001 11117/2003 --- -- --- - - ---- - -- - - RBF Consnlting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: I-SNBR (N/S) Palomar Airport (E/W) INTERSECTION: I-S NBR (N/S) Palomar Airport (EIW) SCENARIO: Long-Term (2020) No Project SCENARIO: Long-Term (2020) No Project COUNT DATE: ANALYST: ____ --"-o7:..:..I1;;.:S~/0:::..3 PEAK HR: .;..AM;::.:.::..-:--___ --......,---- NEM AGENCY: Carlsbad COUNT DATE: ANALYST: -= ____ 0.:..;7~/l:..:;S.:..;/0c:..3 PEAK HR: ..::cP.:..M"'-----=-___ -~_:_:_-- NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 1 1800 191 0.11 * NB Left 1 1800 69 0.04 * NB Thru 0 0 0 0.00 NB Thru 0 0 0 0.00 NB Right 2 3600 1294 0.36 NB Right 2 3600 284 0.08 SB Left 0 0 0 0 SB Left 0 0 0 0 SB Thru 0 0 0 0.00 * SB Thru 0 0 0 0.00 * SB Right 0 0 0 0 SB Right 0 0 0 0 EB Left 1 1800 100 0.06 * EB Left 1 1800 68 0.04 * EB Thru 3 6000 1269 0.21 EB Thru 3 6000 1294 0.22 EB Right 0 0 0 0 EB Right 0 0 0 0 WB Left 0 0 0 0 WB Left 0 0 0 0 WBThru 3 6000 1177 0.20 * WBThru 3 6000 1629 0.27 * WB Right 2 3600 328 0.09 WBRight 2 3600 339 0.09 NORTH/SOUTH CRITICAL SUMS 0.11 NORTH/SOUTH CRITICAL SUMS 0.04 EASTIWEST CRITICAL SUMS 0.26 EASTIWEST CRITICAL SUMS 0.31 SUM OF CRITICAL VIC RATIO 0.37 SUM OF CRITICAL VIC RATIO O.3S ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.47 INTERSECTION CAPACITY UTILIZATION (lCU) 0.45 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61 -<= C .71 -<= C .71 -<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91-<= E .91-<= F. >1.0 F >1.0 Project #: 55-100144.001 11117/2003 - -- -- --- - - -- -- - -- - - RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: Avd. Encinas (N/S) Poinsettia Ln. (EIW) INTERSECTION: A vd. Encinas (N/S) Poinsettia Ln. (EIW) SCENARlO: Long-TefITlJ2020)No Project SCENARIO: Long-Tenn (2020) No Project COUNT DATE: ____ ...;0;.;.7:..:/1.=:5/..::.03::.. PEAK HR:.::..AM~ _______ _ COUNT DATE: _ ___ --.::..07:..;..11;;.:5...;10;.;:..3 PEAKHR:..:.P.::.;M~ ______ _ ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NBLeft 1 1800 17 0.01 NB Left 1 1800 54 0.03 NB Thru 1 2000 304 0.15 * NB Thru 1 2000 168 0.08 * NB Right 1 1800 448 0.25 NB Right 1 1800 510 0.28 SB Left 1 1800 101 0.06 * SB Left 1 1800 358 0.20 * SB Thru 1 2000 110 0.06 SB Thru 1 2000 308 0.15 SB Right 1 1800 28 0.02 SB Right 1 1800 85 0.05 EB Left 1 1800 78 0.04 EB Left 1 1800 65 0.04 EB Thru 3 6000 257 0.05 * EBThru 3 6000 281 0.05 * EB Right 0 ° 26 0 EB Right 0 0 41 0 WB Left 2 3600 402 0.11 * WB Left 2 3600 640 0.18 * WBThru 2 4000 182 0.05 WBThru 2 4000 262 0.Q7 WB Right 1 1800 345 0.19 WBRight 1 1800 132 0.07 NORTH/SOUTH CRITICAL SUMS 0.21 NORTH/SOUTH CRITICAL SUMS 0.28 EASTIWEST CRITICAL SUMS 0.16 EASTIWEST CRITICAL SUMS 0.23 SUM OF CRITICAL VIC RATIO 0.37 SUM OF CRITICAL VIC RATIO 0.51 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.47 INTERSECTION CAPACITY UTILIZATION (lCU) 0.61 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) _~_Il. NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61-<= B .61 -<= C .71 -<= C .71 -<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81-<= ** extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project #: 55-100144.001 11117/2003 - -- -- --- - - - --- - -- - - RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: 1-5 SBR (N/S) Poinsettia Ln. (EIW) INTERSECTION: 1-5 SBR (N/S) Poinsettia Ln. (EIW) SCENARIO: Long-Term (2020) No Project SCENARIO: Long-Term (2020) No Project COUNT DATE: _____ 0;..;..7 __ 1 __ 5...;.03;:... PEAK HR: ..;;.AM~ _______ _ COUNT DATE: _ ____ 0.:.:7~/1:;5::..:/0:.::...3 PEAK HR: .:.P..:.:M=--______ _ ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK. UNADJUSTED AM PEAK. MOVEMENT NO. of CAPACITY PM PEAK. UNADJUSTED PM PEAK. LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 0 0 0 0.00 NB Left 0 0 0 0.00 NB Thru 0 0 0 0.00 * NB Thru 0 0 0 0.00 * NB Right 0 0 0 0.00 NB Right 0 0 0 0.00 SB Left 2 3600 106 0.03 * SB Left 2 3600 500 0.14 * SB Thru 0 0 0 0.00 SB Thru 0 0 0 0.00 SB Right 1 1800 80 0.04 SB Right 1 1800 132 0.07 EB Left 0 0 0 0.00 EB Left 0 0 0 0.00 EB Thru 2 4000 663 0.17 * EB Thru 2 4000 967 0.24 * EB Right 1 1800 143 0.08 EB Right 1 1800 182 0.10 WB Left 2 3600 536 0.15 * WB Left 2 3600 456 0.13 * WBThru 2 4000 849 0.21 WBThru 2 4000 901 0.23 WB Right 0 0 0 0.00 WB Right 0 0 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.03 NORTH/SOUTH CRITICAL SUMS 0.14 EASTIWEST CRITICAL SUMS 0.32 EASTIWEST CRITICAL SUMS 0.37 SUM OF CRITICAL VIC RATIO 0.35 SUM OF CRITICAL VIC RATIO 0.51 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.45 INTERSECTION CAPACITY UTILIZATION (lCU) 0.61 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) B NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61-<= B .61-<= C .71-<= C .71 -<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91 -<= E .91 -<= F >1.0 F >1.0 Project #: 55-100144.001 11117/2003 ... ---- --- - -- -- ---- --RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: 1-5NBR (N/S) Poinsettia Ln. (ElW) INTERSECTION: 1-5 NBR (N/S) Poinsettia Ln. (EfW) SCENARIO: Long-Tenn (2020) NoProject SCENARIO: Long-Tenn (2020) No Project COUNT DATE: ANALYST: ____ ...;0:..;.7:..:/1.::;5/..::;03::.. PEAKHR:..:..AM::.:.:.. _______ _ AGENCY: Carlsbad NEM COUNT DATE: ANALYST: __ ----.:..;07;.:../:..:15.:..;/0:.::..3 PEAK HR: ""P..:;.M"-_=_---:-_:_:_-- NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PMPEAK • LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 1 1800 202 0.11 * NB Left 1 1800 197 0.11 * NB Thru 0 0 0 0.00 NB Thru 0 0 0 0.00 NB Right 2 3600 525 0.15 NB Right 2 3600 698 0.19 SB Left 0 0 0 0 I I SB Left 0 0 0 0 SB Thru 0 0 0 0.00 * SB Thru 0 0 0 0.00 * SB Right 0 0 0 0 SB Right 0 0 0 0 EB Left 1 1800 159 0.09 * EB Left 1 1800 140 0.08 EB Thru 2 4000 611 0.15 EB Thru 2 4000 1327 0.33 * EB Right 0 0 0 0 EB Right 0 0 0 0 WBLeft 0 0 0 0 WB Left 0 0 0 0* WBThru 3 6000 1184 0.20 * WBThru 3 6000 1160 0.19 WB Right 1 1800 363 0.20 WB Right 1 1800 183 0.10 NORTH/SOUTH CRITICAL SUMS 0.11 NORTH/SOUTH CRITICAL SUMS 0.11 EASTIWEST CRITICAL SUMS 0.29 EASTIWEST CRITICAL SUMS 0.33 SUM OF CRITICAL VIC RATIO 0.40 SUM OF CRITICAL VIC RATIO 0.44 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.50 INTERSECTION CAPACITY UTILIZATION (ICU) 0.54 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61-<= C .71-<= C .71-<= * Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project#: 55-100144.001 11/17/2003 - -- - -----11/14/200_3 17:37 Filename: 20PAr.1.0UT ___ Page Horizon Year -With ProjectFri Nov 14, 2003 17:37:11 Scenario: Command: Volume: Geometry: Impact Fee: Trip Generation: Trip Distribution: Paths: Routes: Configuration: Carlsbad Office Campus Long Term (2020) With Project, AM Peak Office Alternative Scenario Report Horizon Year -With Project AM Horizon Year -With Project AM Horizon Year AM Default Geometry Default Impact Fee Project Project Default Paths Default Routes Horizon Year -With Project AM Page 1-1 Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine 1 -- ----- - -- 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 11/14/200L 17:~7__ Filename: 20PAM.OUT Page 2 Horizon Year -With ProjectFri Nov 14, 2003 17:37:11 Carlsbad Office Campus Long Term (2020) With Project, AM Peak Office Alternative Trip Generation Report Forecast for AM Peak Zone Rate Rate Trips Trips # Subzone Amount Units In Out In Out -------------------------- 1 Flower Whole 1.00 Flower Wholesa -298.00 -33.00 -298 -33 Zone 1 Subtotal _0 ••••••••• •• •••••••••••••••• -298 -33 2 Office 6.00 Corporate Offi 10.71 1.19 64 7 2 Office 220.00 General Office 2.52 0.28 554 62 Zone 2 Subtotal ............................. 618 69 TOTAL.................................................. 320 36 Page 2-1 Total % Of Trips Total -331 -93. -331 -93.0 71 19.9 616 173.0 687 193.0 356 100.0 Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine -- - - - ----11/14/2003 17: 37 Filename: 20PJ\M._QUT___ Page Horizon Year -With ProjectFri Nov 14, 2003 17:37:11 1 Zone 1 9.0 2 9.0 Carlsbad Office Campus Long Term (2020) With Project, AM Peak Office Alternative Trip Distribution Report Percent Of Trips Project To Gates 2 3 4 5 6 7 8 8.0 18.0 8.0 37.0 2.0 3.0 10.0 8.0 18.0 8.0 37.0 2.0 3.0 10.0 Page 3-1 9 5.0 5.0 Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine 3 - - -- ---- -- I I I I I I I I I I I I I I I I I I I I \ I I I I 1l/B/2003 17: 37 Filename: _20PA!>1._0PT Page 4 Horizon Year -With ProjectFri Nov 14, 2003 17:37:11 Page 4-1 --------------------------------------------- Carlsbad Office Campus Long Term (2020) With Project, AM Peak Office Alternative -------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C #101 Cannon Rd./Avd. Encinas C 27.1 0.392 C 27.4 0.437 + 0.375 D/V #102 Cannon Rd./I-5 SBR C 25.4 0.325 C 25.1 0.339 -0.296 D/V #103 Cannon Rd./I-5 NBR B 10.7 0.287 B 11.3 0.257 + 0.506 D/V #104 Palomar Airport Rd./Avd. Encin D 38.6 0.844 D 40.0 0.850 + 1.462 D/V #105 Palomar Airport Rd./I-5 SBR B 18.6 0.410 B 18.0 0.449 -0.596 D/V #106 Palomar Airport Rd./I-5 NBR D 36.4 0.738 D 36.3 0.761 -0.111 D/V #107 Poinsettia Ln./Avd. Encinas C 26.0 0.310 C 26.2 0.320 + 0.246 D/V #108 Poinsettia Ln./I-5 SBR B 16.2 0.367 B 16.0 0.368 -0.164 D/V #109 Poinsettia Ln./I-5 NBR C 23.1 0.501 C 23.1 0.504 -0.050 D/V Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine -- --- ----11/14/2003 17:37 Filename: 20~bM.OUT ~ge Horizon Year -With ProjectFri Nov 14, 2003 17:37:11 Carlsbad Office Campus Long Term (2020) With Project, AM Peak Office Alternative Level Of Service Computation Report Page 5-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #101 Cannon Rd./Avd. Encinas [e/w: Cannon, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): 100 o (Y+R 41 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): 0.437 27.4 C Optimal Cycle: Level Of Service: ******************************************************************************** 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-- 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 1 0 2 0 1 0 1 1 0 1 1 0 2 0 1 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 164 162 232 112 61 25 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 164 162 232 112 61 25 o Added Vol: 3 0 8 0 0 PasserByVol: 0 0 0 0 0 Initial Fut: 167 162 240 112 61 User Adj: 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 PHF Volume: 167 162 240 112 61 Reduct Vol: 0 0 0 0 0 Reduced Vol: 167 162 240 112 61 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.: 167 162 240 112 61 ------------1---------------11------ Saturation Flow Module: o 25 1. 00 1.00 25 o 25 1.00 1. 00 25 II 20 1. 00 20 o o 20 1. 00 1. 00 20 o 20 1. 00 1. 00 20 145 1.00 145 o o 145 1.00 1.00 145 o 145 1. 00 1. 00 145 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.86 0.86 0.92 1.00 0.85 0.95 0.86 Lanes: 1.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 Final sat.: 1805 1643 1643 3502 1900 1615 1805 1635 ------------1---------------11---------------11----- Capacity Analysis Module: 213 315 64 183 1.00 1.00 1.00 1.00 213 315 64 183 29 74 0 0 000 0 242 389 64 183 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 242 389 64 183 000 0 242 389 64 183 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 242 389 64 183 11---------------1 1900 1900 0.86 0.92 1.00 2.00 1635 3502 II 1900 1900 0.84 0.84 1.00 1.00 1605 1605 ------1 Vol/Sat: 0.09 0.10 0.15 0.03 0.03 0.02 0.01 0.09 0.15 0.11 0.04 0.11 Crit Moves: **** **** Green Time: 30.7 33.4 33.4 Volume/Cap: 0.30 0.30 0.44 Delay/veh: 26.7 24.7 26.3 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 26.7 24.7 26.3 DesignQueue: 7 6 9 7.3 0.44 45.6 1. 00 45.6 6 10.0 0.32 42.8 1. 00 42.8 3 10.0 0.15 41.6 1. 00 41.6 1 7.0 33.9 0.16 0.26 44.3 1.00 44.3 1 24.1 1. 00 24.1 5 **** 33.9 0.44 26.0 1.00 26.0 9 ** ... 25.4 0.44 31. 6 1. 00 31.6 17 52.3 0.08 11.9 1. 00 11.9 2 52.3 0.22 13.0 1.00 13.0 5 5 ******************************************************************************** Traffix 7.5.0715 (c) 2002 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 11/14/2003 17:37 Filename: 20PAM.OUT Paqe 6 Horizon Year -With ProjectFri Nov 14, 2003 17:37:11 Page 6-1 Carlsbad Office Campus Long Term (2020) With Project, AM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #102 Cannon Rd./I-5 SBR [e/w: Cannon, n/s: SBR] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 o (Y+R 35 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.339 25.1 C ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 10 10 10 0 10 10 7 10 o Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 2 0 2 0 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 0 0 0 478 0 224 0 370 119 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 478 0 224 0 370 119 Added Vol: 0 0 0 0 0 16 0 8 0 PasserByvol: 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 478 0 240 0 378 119 User Adj: 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 PHF Volume: 0 0 0 478 0 240 0 378 119 Reduct Vol: 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 478 0 240 0 378 119 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.: 0 0 0 478 0 240 0 378 119 ------------1---------------11---------------11---------------11 Saturation Flow Module: 301 1.00 301 o o 301 1.00 1.00 301 o 301 1. 00 1. 00 301 Sat/Lane: 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 0.95 0.85 0.92 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 2.00 Final Sat.: 0 0 0 3502 0 1615 0 3610 1615 3502 ------------1---------------11---------------11---------------11 Capacity Analysis Module: 338 1. 00 338 58 o 396 1.00 1.00 396 o 396 o 1. 00 o o o o 1. 00 1.00 o o o 1.00 1.00 1.00 1.00 396 0 -------1 1900 1900 0.95 1.00 2.00 0.00 3610 0 -------1 Vol/Sat: 0.00 0.00 0.00 0.14 0.00 0.15 0.00 0.10 0.07 0.09 0.11 0.00 Crit Moves: Green Time: 0.0 Volume/Cap: 0.00 Delay/Veh: 0.0 1. 00 0.0 o User DelAdj: AdjDel/Veh: DesignQueue: 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 52.6 0.31 22.1 1.00 22.1 19 0.0 0.00 0.0 1.00 0.0 o **** 52.6 0.34 22.5 1.00 22.5 9 **** 0.0 37.0 0.00 0.34 0.0 32.2 1.00 1.00 0.0 32.2 o 18 37.0 0.24 31.2 1. 00 31.2 6 **** 30.4 0.34 36.8 1. 00 36.8 15 67.4 0.20 13.0 1. 00 13.0 12 0.0 0.00 0.0 1. 00 0.0 o ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - - ------ - 11/14/2003 17 :37 Filename_: 20PAM.OUT Page Horizon Year -With ProjectFri Nov 14, 2003 17:37:11 Page 7-1 Carlsbad Office Campus Long Term (2020) with Project, AM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #103 Cannon Rd./I-5 NBR [e/w: Cannon, n/s: NBR] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 o (Y+R 31 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.257 11. 3 B ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 0 0 0 7 10 0 0 10 10 Lanes: 10002 000 0 0 2 0 2 0 0 001 1 1 1---------------11---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 78 0 176 0 0 0 59 811 0 0 561 203 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: 78 0 176 0 0 0 59 811 0 0 561 Added Vol: 0 0 0 0 0 0 2 6 0 0 58 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 78 0 176 0 0 0 61 817 0 0 619 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: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 78 0 176 0 0 0 61 817 0 0 619 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 78 0 176 0 0 0 61 817 0 0 619 PCE Adj: 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 Final Vol.: 78 0 176 0 0 0 61 817 0 0 619 ------------1---------------1 1---------------1 1---------------1 1------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.75 1.00 Lanes: 1.00 0.00 2.00 0.00 Final Sat.: 1805 0 2842 0 ------------1---------------1 I-- Capacity Analysis Module: 1900 1.00 0.00 o 1900 1900 1900 1.00 0.92 0.95 0.00 2.00 2.00 o 3502 3610 11----- 1900 1.00 0.00 o -II 1900 1900 1.00 0.91 0.00 2.00 o 3476 203 o o 203 1. 00 1.00 203 o 203 1. 00 1. 00 203 1900 0.91 1.00 1738 Vol/Sat: 0.04 0.00 0.06 0.00 0.00 0.00 0.02 0.23 0.00 0.00 0.18 0.12 Crit Moves: **** Green Time: 28.9 0.0 28.9 Volume/Cap: 0.18 0.00 0.26 Delay/veh: 36.4 0.0 37.1 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 36.4 0.0 37.1 DesignQueue: 4 0 9 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 8.1 0.26 53.7 1. 00 53.7 4 91.1 0.30 4.5 1. 00 4.5 14 0.0 0.00 0.0 1.00 0.0 o **** 0.0 83.0 0.00 0.26 0.0 7.0 1.00 1.00 0.0 7.0 o 13 83.0 0.17 6.5 1.00 6.5 4 I I 7 ******************************************************************************** Traffix 7.5.0715 (c) 2002 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 11/14L2Q03 17: 37 Filename: __ 20PN'I.OUT_________ Page Horizon Year -With ProjectFri Nov 14, 2003 17:37:11 Page 8-1 Carlsbad Office Campus Long Term (2020) With Project, AM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #104 Palomar Airport Rd./Avd. Encinas [e/w: PAR, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 o (Y+R 152 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.850 40.0 D ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 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 0 1 0 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: Reduced Vol: PCE Adj: MLF Adj: Final Vol.: ------------1 60 1. 00 60 o o 60 1.00 1.00 60 o 60 1.00 1.00 60 189 1.00 189 42 o 231 1. 00 1. 00 231 o 231 1. 00 1. 00 231 Saturation Flow Module: Sat/Lane: 1900 1900 Adjustment: 0.95 1.00 Lanes: 1.00 1.00 Final Sat.: 1805 1900 ------------1 327 178 91 58 305 510 77 457 312 399 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 327 178 91 58 305 510 77 457 312 399 o 17 5 3 26 0 0 0 0 150 000 000 000 0 327 195 96 61 331 510 77 457 312 549 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 1.00 327 195 96 61 331 510 77 457 312 549 000 000 000 0 327 195 96 61 331 510 77 457 312 549 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 1.00 327 195 96 61 331 510 77 457 312 549 11---------------11---------------11---------------1 1900 1900 1900 0.85 0.97 0.97 1.00 1.34 0.66 1615 2465 1213 ----11---- 1900 0.85 1900 1900 0.95 0.98 1.00 1.00 0.87 1615 1805 1618 --II 1900 0.98 1900 1900 0.95 1.00 1900 0.85 0.13 1.00 1.00 1.00 244 1805 1900 1615 ---11---------------1 Capacity Analysis Vol/Sat: 0.03 Crit Moves: Module: Green Time: Volume/Cap: Delay/veh: User DelAdj: AdjDel/Veh: DesignQueue: 0.12 0.20 0.08 0.08 23.6 23.6 0.14 0.51 30.3 34.2 1.00 1.00 30.3 34.2 3 10 **** 23.6 0.86 53.7 1.00 53.7 15 10.0 0.79 55.0 1. 00 55.0 10 **** 10.0 0.79 55.0 1. 00 55.0 5 0.04 10.0 0.38 43.6 1. 00 43.6 3 0.18 0.32 23.3 0.79 45.7 1.00 45.7 15 **** 36.8 0.86 39.6 1.00 39.6 19 0.32 36.8 0.86 39.6 1. 00 39.6 3 0.25 0.16 **** 29.6 43.1 0.86 0.38 46.2 19.7 1.00 1.00 46.2 19.7 19 10 0.34 43.1 0.79 30.5 1.00 30.5 19 8 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - --------11/14/2003 __ 17_:_37__ Filename: 20PAM.OUT Page Horizon Year -With ProjectFri Nov 14, 2003 17:37:11 Page 9-1 Carlsbad Office Campus Long Term (2020) With Project, AM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #105 Palomar Airport Rd./I-5 SBR [e/w: PAR, n/s: SBR] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 150 o (Y+R 41 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.449 18.0 B ******************************************************************************** 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 Include Protected Protected Protected Include Rights: Include Include Min. Green: o 0 0 10 10 10 0 10 10 o a 10 002 a a o Lanes: o 0 000 2 o 0 a 1 002 1 ------------1---------------11- Volume Module: Base Vol: 0 0 0 Growth Adj: 1.00 1.00 1.00 Initial Bse: 0 0 0 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 0 0 0 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 0 0 0 Reduct vol: 0 0 0 Reduced Vol: 0 0 0 PCE Adj: 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 Final Vol.: 0 0 0 ------------1---------------11 Saturation Flow Module: Sat/Lane: 1900 1900 1900 Adjustment: 1.00 1.00 1.00 501 0 1.00 1.00 501 a o o 501 1.00 1.00 501 o o o o 1.00 1.00 o o 501 0 1.00 1.00 1.00 1.00 501 a 1900 1900 0.92 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 Final Sat.: 0 0 0 3502 0 ------------1---------------11---- Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.14 0.00 Crit Moves: Green Time: Volume/Cap: Delay/veh: User DelAdj : AdjDel/Veh: DesignQueue: 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 47.8 0.0 0.45 0.00 40.9 0.0 1.00 1.00 40.9 29 0.0 o ------11----11---------------1 207 0 867 152 0 963 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 207 0 867 152 0 963 0 10 0 14 3 0 141 0 000 0 000 217 0 881 155 0 1104 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 1.00 217 0 881 155 0 1104 0 000 0 000 217 0 881 155 0 1104 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 1.00 217 0 881 155 0 1104 0 --11---------------11---------------1 1900 1900 1900 0.85 1.00 0.89 1.00 0.00 2.55 1615 0 4314 --11-- 1900 1900 1900 o .89 1. 00 0.95 0.45 0.00 2.00 759 0 3610 11------ 1900 1. 00 0.00 o 0.13 0.00 0.20 0.20 0.00 0.31 0.00 47.8 0.42 40.8 1. 00 40.8 13 **** 0.0 0.00 0.0 1. 00 0.0 o 102 0.30 9.6 1. 00 9.6 25 102.2 0.30 9.6 1. 00 9.6 4 **** 0.0 102 0.00 0.45 0.0 1.00 0.0 o 11.1 1. 00 11.1 32 0.0 0.00 0.0 1.00 0.0 o 1 9 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - -- --- - -- - 11/14/2003 17:37 Filename: 20PAM.OUT Page 10 Horizon Year -With ProjectFri Nov 14, 2003 17:37:11 Carlsbad Office Campus Long Term (2020) With Project, AM Peak Office Alternative Level Of Service Computation Report Page 10-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #106 Palomar Airport Rd./I-5 NBR [e/w: PAR, n/s: NBR] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 150 o (Y+R 95 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.761 36.3 D ******************************************************************************** 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 Include Include Include Min. Green: 10 a 10 0 0 0 7 10 10 0 10 10 Lanes: 1 0 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: Base Vol: 191 0 1294 0 0 0 100 1269 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 191 0 1294 0 0 0 100 1269 0 Added Vol: 22 0 0 0 0 0 1 13 0 PasserByVol: 0 0 0 0 a 0 0 0 0 Initial Fut: 213 0 1294 0 0 0 101 1282 0 User Adj: 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 PHF Volume: 213 0 1294 0 0 0 101 1282 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 Reduced Vol: 213 0 1294 0 0 0 101 1282 0 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.: 213 0 1294 0 0 0 101 1282 0 ------------1---------------11---------------11---------------11 Saturation Flow Module: o 1177 1.00 1.00 o 1177 o 118 o 0 o 1295 1.00 1.00 1.00 1.00 o 1295 o 0 o 1295 1.00 1.00 1.00 1.00 o 1295 328 1.00 328 o o 328 1. 00 1. 00 328 o 328 1.00 1.00 328 --I Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 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 Final Sat.: 1805 0 ------------1-- 2.00 2842 Capacity Analysis Module: II 0.00 0.00 0.00 1.00 3.00 0.00 0.00 3.00 2.00 o 0 o 1805 5187 0 0 5187 2842 ---11---------------11---------------1 Vol/Sat: 0.12 0.00 0.46 0.00 0.00 0.00 0.06 0.25 0.00 0.00 0.25 0.12 Crit Moves: **** Green Time: 89.7 0.0 89.7 Volume/Cap: 0.20 0.00 0.76 24.3 1. 00 24.3 Delay/veh: User DelAdj: AdjDel/Veh: DesignQueue: 13 .8 1.00 13.8 7 0.0 1. 00 0.0 o 48 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 11.0 60.3 0.76 0.62 90.5 1. 00 90.5 8 36.2 1.00 36.2 68 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o **** 49.2 0.76 47.2 1.00 47.2 77 49.2 0.35 38.5 1. 00 38.5 19 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine ---- --- --11/14/2003 17:37 Filename: 20PAM.OUT Page 11 Horizon Year -With ProjectFri Nov 14, 2003 17:37:11 Page 11-1 Carlsbad Office Campus Long Term (2020) With Project, AM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #107 Poinsettia Ln./Avd. Encinas [e/w: Poinsettia, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 o (Y+R 59 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.320 26.2 C ******************************************************************************** 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: Prot+Permit Prot+Permit 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---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 17 304 448 101 110 28 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 17 304 448 101 110 28 Added Vol: 0 10 0 3 1 1 PasserByVol: 0 0 0 0 0 0 Initial Fut: 17 314 448 104 111 29 User Adj: 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 PHF Volume: 17 314 448 104 111 29 Reduct Vol: 0 0 0 0 0 0 Reduced Vol: 17 314 448 104 111 29 PCE Adj: 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 Final vol.: 17 314 448 104 111 29 ------------1---------------11---------------11 Saturation Flow Module: 78 257 1.00 1.00 78 257 6 0 o 0 84 257 1.00 1.00 1.00 1.00 84 257 o 0 84 1. 00 1. 00 84 257 1.00 1.00 257 26 402 182 1.00 1.00 1.00 26 402 182 o 0 0 o 0 0 26 402 182 1.00 1.00 1.00 1.00 1.00 1.00 26 402 182 o 0 0 26 402 182 1.00 1.00 1.00 1.00 1.00 1.00 26 402 182 11------- 345 1.00 345 26 o 371 1.00 1.00 371 o 371 1. 00 1.00 371 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.74 1.00 0.85 0.50 1.00 0.85 0.95 0.90 0.90 0.92 0.95 0.85 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.72 0.28 2.00 2.00 1.00 Final Sat.: 1400 1900 1615 941 1900 1615 1805 4645 470 3502 3610 1615 1 1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.17 0.28 0.11 0.06 0.02 0.05 0.06 0.06 0.11 0.05 0.23 Crit Moves: **** **** Green Time: 54.8 45.4 45.4 41.7 Volume/Cap: 0.02 0.36 0.61 0.27 Delay/Veh: 10.4 18.1 22.2 19.2 1.00 19.2 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 10.4 18.1 22.2 DesignQueue: 1 10 14 5 32.2 0.18 24.5 1.00 24.5 4 32 .. 2 0.06 23.4 1.00 23.4 1 **** 7.6 0.61 52.6 1.00 52.6 4 10.0 0.55 44.2 1.00 44.2 13 10.0 0.55 44.2 1.00 44.2 1 35.2 0.33 23.9 1.00 23.9 15 37.6 0.13 20.6 1.00 20.6 6 **** 37.6 0.61 27.1 1.00 27.1 14 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine ------- --- 1 I 1 1 1 1 1 1 I 1 1 I I 1 I I 1 I 1 I 1 1 I 1 I 1 1 I I I I I 1 11/14/2003 17:37 Filename: 20PAM.OUT Page 12 Horizon Year -With ProjectFri Nov 14, 2003 17:37:11 Page 12-1 Carlsbad Office Campus Long Term (2020) With Project, AM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #108 Poinsettia Ln./I-5 SBR [e/w: Poinsettia, n/s: SBR] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 o (Y+R 36 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.368 16.0 B ******************************************************************************** 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------- Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 10 10 10 0 10 10 7 10 o Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 2 0 2 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 0 0 0 106 0 80 0 663 143 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 106 0 80 0 663 143 Added Vol: 0 0 0 0 0 0 0 2 1 PasserByVol: 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 106 0 80 0 665 144 User Adj: 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 PHF volume: 0 0 0 106 0 80 0 665 144 Reduct Vol: 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 106 0 80 0 665 144 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.: 0 0 0 106 0 80 0 665 144 ------------1---------------11---------------11---------------11 Saturation Flow Module: 536 1. 00 536 o o 536 1. 00 1. 00 536 o 536 1.00 1. 00 536 849 1. 00 849 26 o 875 1.00 1.00 875 o 875 1. 00 1.00 875 o 1. 00 o o o o 1. 00 1. 00 o o o 1.00 1.00 o -I Sat/Lane: 1900 1900 Adjustment: 1.00 1.00 Lanes: 0.00 0.00 Final Sat.: 0 0 1900 1900 1900 1900 1900 1900 1.00 0.92 1.00 0.85 1.00 0.95 0.00 2.00 0.00 1.00 0.00 2.00 o 3502 0 1615 0 3610 1900 1900 1900 1900 0.85 0.92 0.95 1.00 1.00 2.00 2.00 0.00 1615 3502 3610 0 1 Capacity Analysis Vol/Sat: 0.00 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 0.0 0.00 0.0 1.00 0.0 o -----11---------------11--- Module: 0.00 0.00 0.03 0.00 0.05 0.00 0.18 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 10.0 0.36 52.8 1.00 52.8 7 0.0 0.00 0.0 1. 00 0.0 o 10.0 0.59 60.0 1. 00 60.0 5 0.0 0.00 0.0 1.00 0.0 o **** 60.1 0.37 18.5 1. 00 18.5 23 --11---------------1 0.09 60.1 0.18 16.5 1. 00 16.5 5 0.15 0.24 **** 49.9 0.37 24.3 1.00 24.3 22 110 0.26 0.6 1.00 0.6 5 0.00 0.0 0.00 0.0 1.00 0.0 o ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine ----- --- - 11/14/2003 17:37 Filename: 20PAM.OUT Page 13 Horizon Year -With ProjectFri Nov 14, 2003 17:37:11 Page 13-1 Carlsbad Office Campus Long Term (2020) With project, AM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #109 Poinsettia Ln./I-S NBR [e/w: Poinsettia, n/s: NBRJ ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 o (Y+R 46 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.504 23.1 C ******************************************************************************** Approach: North Bound Movement: L T R ------------1------- Control: Rights: Min. Green: Protected Include 10 10 10 South Bound L T R 11---Protected Include o o East Bound West Bound L T R L T R 11---------------11---------------1 Protected Protected Include Include o 7 10 0 0 10 10 Lanes: 10002 0 000 01020 0 003 0 1 ------------1---------------11----11---------------11---------------1 Volume Module: Base Vol: 202 0 525 0 0 0 159 611 0 0 1184 363 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 0 525 0 0 0 159 611 0 0 1184 363 Added Vol: 10 0 0 0 0 0 0 2 0 0 16 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 212 0 525 0 0 0 159 613 0 0 1200 363 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: 212 0 525 0 0 0 159 613 0 0 1200 363 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 212 0 525 0 0 0 159 613 0 0 1200 363 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.: 212 0 525 0 0 0 159 613 0 0 1200 363 1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.75 1.00 1.00 1.00 0.95 0.95 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 1.00 2.00 Final Sat.: 1805 0 2842 0 0 0 1805 3610 1---------------11---------------11-- Capacity Analysis Module: 1900 1900 1900 1.00 1.00 0.91 0.00 0.00 3.00 o 0 5187 -----11--- 1900 0.85 1. 00 1615 --I Vol/Sat: 0.12 0.00 0.18 0.00 0.00 0.00 0.09 0.17 0.00 0.00 0.23 0.22 Crit Moves: **** Green Time: 44.0 0.0 44.0 Volume/Cap: 0.32 0.00 0.50 Delay/Veh: 27.6 0.0 29.9 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 27.6 0.0 29.9 DesignQueue: 9 0 23 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o **** 21.0 0.50 46.1 1. 00 46.1 9 76.0 0.27 9.8 1.00 9.8 16 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 55.1 0.50 23.0 1.00 23.0 46 55.1 0.49 23.2 1.00 23.2 14 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine ------- ---11/14/2003 17:37 Filename: 20PAM.OUT Paqe 14 - --- -----11/14/2()Q3 __ 17:05 Filename: 20PPM.OUT P~ge Horizon Year -With ProjectFri Nov 14, 2003 17:05:28 Scenario: Command: Volume: Geometry: Impact Fee: Trip Generation: Trip Distribution: Paths: Routes: Configuration: Carlsbad Office Campus Long Term (2020) With Project, PM Peak Office Alternative Scenario Report Horizon Year -With Project PM Horizon Year -With project PM Horizon Year PM Default Geometry Default Impact Fee Project Project Default Paths Default Routes Horizon Year -With Project PM Page 1-1 Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine 1 - -------- - 11/14/200) l't:OS Filename: 20PPM,OUT Paqe 2 Horizon Year -With ProjectFri Nov 14, 2003 17:05:28 Page 2-1 Carlsbad Office Campus Long Term (2020) With Project, PM Peak Office Alternative Trip Generation Report Forecast for PM Peak Zone Rate Rate Trips Trips # Subzone Amount Units In Out In Out -------------------------- 1 Flower Whole 1.00 Flower Wholesa -60.00 -246.00 -60 -246 Zone 1 Subtotal ............................. -60 -246 2 Office 6.00 Corporate Offi 1.12 10.08 7 60 2 Office 220.00 General Office 0.52 2.08 114 458 Zone 2 Subtotal .......................................................... 121 518 TOTAL 61 272 Total % Of Trips Total -306 -91. -306 -91.9 67 20.1 572 171.8 639 191. 9 333 100.0 Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine ---------11/14/2003 17:05 Filename: 20PPM.OUT Paqe Horizon Year -With ProjectFri Nov 14, 2003 17:05:28 Zone 1 2 1 9.0 9.0 Carlsbad Office Campus Long Term (2020) With project, PM Peak Office Alternative 2 3 8.0 18.0 8.0 18.0 Trip Distribution Report Percent Of Trips Project To Gates 4 5 8.0 37.0 8.0 37.0 6 2.0 2.0 7 8 3.0 10.0 3.0 10.0 9 5.0 5.0 Page 3-1 Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine 3 ---------- I I I I I I I I I I I I I I I I I I I 11Ll412J>0:3~_:0:;___ Filename: 20Pt'M.OUT Page 4 Horizon Year -With ProjectFri Nov 14, 2003 17:05:29 Page 4-1 ------------------------------------------------------------------ Carlsbad Office Campus Long Term (2020) With Project, PM Peak Office Alternative -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ v/ in LOS Veh C LOS Veh C #101 Cannon Rd./Avd. Encinas C 29.2 0.434 C 28.3 0.474 -0.872 D/V #102 Cannon Rd./I-5 SBR B 19.6 0.335 B 19.3 0.353 -0.280 D/V #103 Cannon Rd./I-5 NBR B 10.7 0.399 B 10.9 0.406 + 0.215 D/V #104 Palomar Airport Rd./Avd. Encin D 42.1 0.859 D 45.7 0.907 + 3.607 D/V #105 Palomar Airport Rd./I-5 SBR B 13.1 0.416 B 12.7 0.442 -0.468 D/V #106 Palomar Airport Rd./I-5 NBR B 13.1 0.452 B 13.2 0.461 + 0.092 D/V #107 Poinsettia Ln./Avd. Encinas C 28.8 0.533 C 29.0 0.546 + 0.256 D/V #108 Poinsettia Ln./I-5 SBR C 22.7 0.541 C 22.6 0.545 -0.056 D/V #109 Poinsettia Ln./I-5 NBR C 22.9 0.613 C 22.8 0.617 -0.054 D/V Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine -- - --- - -- - - 11/14/2003 17:05 Filename: 20PPM.OUT Page Horizon Year -With ProjectFri Nov 14, 2003 17:05:29 Carlsbad Office Campus Long Term (2020) With Project, PM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Page 5-1 ******************************************************************************** Intersection #101 Cannon Rd./Avd. Encinas [e/w: Cannon, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 o (Y+R 43 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.474 28.3 C ******************************************************************************** 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---------------1 1---------------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: 1 0 1 1 0 2 0 1 0 1 1 0 1 1 0 2 0 1 1 0 1---------------11---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 105 162 Growth Adj: 1.00 1.00 Initial Bse: 105 162 Added Vol: 24 0 passerByVol: 0 0 Initial Fut: 129 162 User Adj: 1.00 1.00 PHF Adj: 1.00 1.00 PHF Volume: 129 162 Reduct Vol: 0 0 Reduced Vol: 129 162 PCE Adj: 1. 00 1. 00 MLF Adj: 1. 00 1. 00 Final Vol.: 129 162 242 370 310 35 8 113 53 1.00 1.00 1.00 1.00 1.00 1.00 1.00 242 370 310 35 8 113 53 63 0 0 0 0 0 5 000 0 000 305 370 310 35 8 113 58 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 1.00 305 370 310 35 8 113 58 000 0 000 305 370 310 35 8 113 58 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 1.00 305 370 310 35 8 113 58 266 1. 00 266 14 o 280 1. 00 1. 00 280 o 280 1.00 1.00 280 98 1. 00 98 o o 98 1. 00 1.00 98 o 98 284 1. 00 284 o o 284 1.00 1.00 284 o 284 1.00 1.00 1.00 1.00 98 284 ------------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 0.86 0.86 0.92 1.00 0.85 0.95 0.90 0.90 0.92 0.84 Lanes: 1.00 1.00 1.00 2.00 1.00 1.00 1.00 1.32 0.68 2.00 1.00 Final Sat.: 1805 1628 1628 3502 1900 1615 1805 2264 1162 3502 1605 ------------1---------------11---------------11---------------11------- Capacity Analysis Module: 0.84 1.00 1605 Vol/Sat: 0.07 0.10 0.19 0.11 0.16 0.02 0.00 0.05 0.05 0.08 0.06 0.18 Crit Moves: **** **** Green Time: 17.7 37.1 37.1 Volume/Cap: 0.40 0.27 0.51 Delay/Veh: 37.4 22.1 24.8 20.9 0.51 35.5 1. 00 40.3 0.40 21. 6 1.00 User DelAdj: 1.00 1.00 1.00 AdjDel/veh: 37.4 22.1 24.8 35.5 21.6 DesignQueue: 6 6 11 17 11 40.3 0.05 18.2 1. 00 18.2 1 **** 7.0 0.06 43.6 1.00 43.6 o 10.0 0.50 43.8 1. 00 43.8 6 10.0 0.50 43.8 1.00 43.8 3 32.0 0.25 25.2 1. 00 25.2 11 35.0 0.17 22.5 1. 00 22.5 4 **** 35.0 0.51 26.2 1.00 26.2 11 1 5 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - - -- -- - --11/14l2_0_0~ __ 1 7:05 Filename ::2_0PPM. OUT Page Horizon Year -With ProjectFri Nov 14, 2003 17:05:29 Carlsbad Office Campus Long Term (2020) With Project, PM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Page 6-1 -6 ******************************************************************************** Intersection #102 Cannon Rd./I-5 SBR [e/w: Cannon, n/s: SBR] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 o (Y+R 35 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.353 19.3 B ******************************************************************************** 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: 0 0 0 10 10 10 0 10 10 7 10 o Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 2 0 2 0 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 0 0 0 222 Growth Adj: 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 222 Added vol: 0 0 0 0 PasserByVol: 0 0 0 0 Initial Fut: 0 0 0 222 User Adj: 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 222 Reduct Vol: 0 0 0 0 Reduced Vol: 0 0 0 222 PCE Adj: 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 222 ------------1---------------11--- Saturation Flow Module: o 1. 00 o o o o 1.00 1.00 o o o 1. 00 1. 00 o 35 0 551 174 1.00 1.00 1.00 1.00 35 0 551 174 3 0 63 a o 0 0 0 38 0 614 174 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 38 0 614 174 o 0 0 0 38 0 614 174 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 38 0 614 174 --11---------------11 418 613 0 1.00 1.00 1.00 418 613 a o 11 0 000 418 624 0 1.00 1.00 1.00 1.00 1.00 1.00 418 624 0 000 418 624 0 1.00 1.00 1.00 1.00 1.00 1.00 418 624 0 ------1 Sat/Lane: 1900 1900 Adjustment: 1.00 1.00 Lanes: 0.00 0.00 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1.00 0.92 1.00 0.85 1.00 0.95 0.85 0.92 0.95 1.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: o 0 o 3502 0 1615 0 3610 1615 3502 3610 0 ------------1- Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 Crit Moves: Green Time: 0.0 0.0 0.0 Volume/Cap: 0.00 0.00 0.00 Delay/Veh: 0.0 User DelAdj: 1.00 AdjDel/Veh: 0.0 o DesignQueue: 0.0 1.00 0.0 o 0.0 1.00 0.0 o 11---------------11---------------11---------------1 0.06 0.00 **** 21.6 0.35 43.5 1.00 43.5 12 0.0 0.00 0.0 1.00 0.0 o 0.02 21.6 0.13 41.6 1. 00 41.6 2 0.00 0.17 0.0 0.00 0.0 1. 00 **** 57.8 0.35 19.5 1.00 0.0 19.5 o 22 0.11 57.8 0.22 18.2 1.00 18.2 6 0.12 0.17 **** 40.6 98.4 0.35 0.21 30.0 1. 00 30.0 19 2.4 1.00 2.4 8 0.00 0.0 0.00 0.0 1.00 0.0 o ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - - -- - ----11/14/20JU __ 17:05_Fi~ename: 20j>];,IJl.Q1J'L_ Page Horizon Year -With ProjectFri Nov 14, 2003 17:05:29 Page 7-1 Carlsbad Office Campus Long Term (2020) With Project, PM Peak Office Alternative Level Of Service computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #103 Cannon Rd./I-5 NBR [e/w: Cannon, n/s: NBRl ******************************************************************************** Cycle (sec): 120 Loss Time (sec): Optimal Cycle: o (Y+R 38 Critical Vol./Cap. (X): 4 sec) Average Delay {sec/veh}: Level Of Service: 0.406 10.9 B ******************************************************************************** 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--II Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 0 0 0 7 10 0 0 10 10 Lanes: 1 0 0 0 2 0 0 0 0 0 2 0 2 0 0 0 0 1 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------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.: 22 0 1.00 1.00 22 0 o 0 o 0 22 0 1.00 1.00 1.00 1.00 22 0 o 0 22 0 1.00 1.00 1.00 1.00 22 0 1--- Saturation Flow Module: 239 0 0 0 81 687 0 0 1009 394 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 239 0 0 0 81 687 0 0 1009 394 o 0 0 0 14 49 0 0 11 0 000 0 000 000 239 0 0 0 95 736 0 0 1020 394 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 1.00 239 0 0 0 95 736 0 0 1020 394 000 000 0 000 239 0 0 0 95 736 0 0 1020 394 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 1.00 239 0 0 0 95 736 0 0 1020 394 11---------------11---------------11---------------1 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.75 1.00 1.00 1.00 0.92 0.95 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 2.00 2.00 Final Sat.: 1805 0 2842 0 0 0 3502 3610 1900 1.00 1900 1900 1.00 0.91 1900 0.91 0.00 0.00 2.00 1.00 o 0 3458 1729 ------------1---------------11---------------11------ Capacity Analysis Module: Vol/Sat: 0.01 0.00 0.08 0.00 0.00 0.00 0.03 0.20 Crit Moves: **** Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/veh: DesignQueue: 24.8 0.0 0.06 0.00 38.3 1. 00 38.3 1 0.0 1. 00 0.0 o 24.8 0.41 41.7 1. 00 41.7 13 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o **** 8.0 0.41 54.9 1.00 54.9 6 95.2 0.26 3.3 1.00 3.3 11 0.00 0.0 0.00 0.0 1.00 0.0 o 11---------------1 0.00 0.29 **** 0.0 87.1 0.00 0.41 0.0 6.5 1.00 1.00 0.0 6.5 o 20 0.23 87.1 0.31 5.9 1. 00 5.9 8 7 ******************************************************************************** Traffix 7.5.0715 (c) 2002 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 1l/J,4/2003 17: 05 Filename: ~QP"f.1--J)_UT_ Page Horizon Year -With ProjectFri Nov 14, 2003 17:05:29 Carlsbad Office Campus Long Term (2020) With Project, PM Peak Office Alternative Level Of Service Computation Report Page 8-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #104 Palomar Airport Rd./Avd. Encinas [e/w: PAR, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 o (Y+R 180 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.907 45.7 D ******************************************************************************** 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: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Lanes: 1 0 1 0 1 1 1 0 0 1 10010 1 0 1 0 1 ------------1---------------11------11---------------11---------------1 Volume Module: Base Vol: 125 Growth Adj: 1.00 Initial Bse: 125 Added Vol: 0 PasserByVol: Initial Fut: User Adj: PHF Adj: PHF Volume: Reduct Vol: Reduced Vol: PCE Adj: MLF Adj: Final Vol.: ------------1 o 125 1. 00 1. 00 125 o 125 1. 00 1.00 125 183 1. 00 183 8 o 191 1. 00 1. 00 191 o 191 1.00 1.00 191 Saturation Flow Module: 388 515 284 321 92 343 1.00 1.00 1.00 1.00 1.00 1.00 388 515 284 321 92 343 o 128 35 22 5 0 o 0 0 0 0 0 388 643 319 343 97 343 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 388 643 319 343 97 343 o 0 0 0 0 0 388 643 319 343 97 343 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 388 643 319 343 97 343 11---------------11----- Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.97 0.97 0.85 0.95 Lanes: 1.00 1.00 1.00 1.34 0.66 1.00 1.00 Final Sat.: 1805 1900 1615 2459 1220 1615 1805 1900 0.98 0.88 1637 ------------1---------------11---------------11---- Capacity Analysis Module: Vol/Sat: 0.07 0.10 0.24 0.26 0.26 0.21 0.05 0.21 Crit Moves: **** **** Green Time: 26.2 26.2 26.2 28.5 28.5 28.5 Volume/Cap: 0.26 0.38 0.92 0.92 0.92 Delay/Veh: 29.6 30.8 60.4 47.0 47.0 1.00 47.0 0.74 38.9 1. 00 38.9 User DelAdj: 1.00 1.00 1.00 1.00 AdjDel/veh: 29.6 30.8 60.4 47.0 DesignQueue: 5 8 17 27 14 14 **** 7.0 24.9 0.77 0.84 70.0 48.6 1.00 1.00 70.0 48.6 5 15 48 309 667 234 1.00 1.00 1.00 1.00 48 309 667 234 o 0 0 29 000 0 48 309 667 263 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 48 309 667 263 000 0 48 309 667 263 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 48 309 667 263 -11---------------1 1900 0.98 1900 1900 0.95 1.00 1900 0.85 0.12 1.00 1.00 1.00 229 1805 1900 1615 -11---------------1 0.21 24.9 0.84 48.6 1. 00 48.6 2 0.17 0.35 **** 20.4 38.3 0.84 0.92 54.1 45.8 1.00 1.00 54.1 45.8 14 25 0.16 38.3 0.43 23.2 1.00 23.2 9 8 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - -- -- -- - - 11/14/200}_ 1~05 filename: 20PPM_.OU'):'___________ Page 9 Horizon Year -With ProjectFri Nov 14, 2003 17:05:29 Page 9-1 Carlsbad Office Campus Long Term (2020) With Project, PM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #105 Palomar Airport Rd./I-5 SBR [e/w: PAR, n/s: SBR) ******************************************************************************** Cycle (sec): Loss Time (sec): 150 o (Y+R 41 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): 0.442 12.7 B Optimal Cycle: Level Of Service: ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 10 10 10 0 10 10 0 10 o o 0 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 1 0 0 0 2 ------------1---------------11---------------11---------------11-------1 Volume Module: Base Vol: 0 0 0 355 0 150 0 1358 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 355 0 150 0 1358 Added Vol: 0 0 0 0 0 2 0 109 PasserByVol: 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 355 0 152 0 1467 User Adj: 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 PHF Volume: 0 0 0 355 0 152 0 1467 Reduct Vol: 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 355 0 152 0 1467 PCE Adj: 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 Final Vol.: 0 0 0 355 0 152 0 1467 --1---------------11---------------11----- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.92 Lanes: 0.00 0.00 0.00 2.00 Final Sat.: 0 0 0 3502 ------------1---------------11- Capacity Analysis Module: 1900 1.00 0.00 o 1900 0.85 1900 1900 1.00 0.89 1.00 0.00 2.55 1615 0 4312 ----11- 240 0 1060 0 1.00 1.00 1.00 1.00 240 0 1060 0 19 0 27 0 o 0 0 0 259 0 1087 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 259 0 1087 0 o 0 0 0 259 0 1087 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 259 0 1087 0 11---------------1 1900 1900 1900 1900 0.89 1.00 0.95 1.00 0.45 0.00 2.00 0.00 761 0 3610 0 11---------------1 Vol/Sat: 0.00 0.00 0.00 0.10 0.00 0.09 0.00 0.34 0.34 0.00 0.30 0.00 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/veh: DesignQueue: 0.0 0.0 0.00 0.00 0.0 1. 00 0.0 o 0.0 1.00 0.0 o 0.0 0.00 0.0 1. 00 0.0 o **** 34.4 0.44 49.9 1.00 49.9 23 0.0 0.00 0.0 1.00 0.0 o 34.4 0.41 49.9 1.00 49.9 10 0.0 0.00 0.0 1.00 0.0 o **** 116 0.44 6.1 1.00 6.1 31 115.6 0.44 6.1 1.00 6.1 5 **** 0.0 116 0.00 0.39 0.0 1.00 0.0 o 5.7 1. 00 5.7 22 0.0 0.00 0.0 1. 00 0.0 o ******************************************************************************** Traffix 7.5.0715 (c) 2002 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 11/14/2003 17:05 Filename: 20PPM.OUT Page 10 Horizon Year -With ProjectFri Nov 14, 2003 17:05:29 Page 10-1 Carlsbad Office Campus Long Term (2020) With Project, PM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #106 Palomar Airport Rd./I-5 NBR [e/w: PAR, n/s: NBR) ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 150 o (Y+R 42 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.461 13.2 B ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Ovl Include Include Include Min. Green: 10 0 10 0 0 0 7 10 10 0 10 10 Lanes: 1 0 0 0 2 0 0 0 0 0 1 0 3 0 0 0 0 3 0 2 ------------1---------------1 1---------------1 1---------------1 1---------------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.: ------------1 69 0 1.00 1.00 69 0 4 0 o 0 73 0 1.00 1.00 1.00 1.00 73 0 o 0 73 0 1.00 1.00 1.00 1.00 73 0 Saturation Flow Module: 284 1. 00 284 o o 284 1.00 1.00 284 o 284 1.00 1. 00 284 II o 1.00 o o o o 1. 00 1. 00 o o o 1.00 1.00 o o 0 68 1294 0 0 1629 339 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o 0 68 1294 0 0 1629 339 o 0 8 101 0 0 23 0 00000000 o 0 76 1395 0 0 1652 339 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 o 0 76 1395 0 0 1652 339 00000000 o 0 76 1395 0 0 1652 339 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 o 0 76 1395 0 0 1652 339 -------11---------------11---------------1 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.75 1.00 1.00 1.00 0.95 0.91 1.00 1.00 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 1.00 3.00 0.00 0.00 Final Sat.: 1805 0 2842 0 0 0 1805 5187 0 0 1900 0.91 3.00 5187 1900 0.75 2.00 2842 ------------1---------------11---------------11---------------11 -I Capacity Analysis Module: Vol/Sat: 0.04 0.00 0.10 0.00 0.00 0.00 0.04 0.27 0.00 0.00 0.32 0.12 Crit Moves: **** Green Time: 32.5 0.0 32.5 0.0 0.0 0.0 Volume/Cap: 0.19 0.00 0.46 0.00 0.00 0.00 Delay/Veh: 48.2 0.0 51.6 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 48.2 0.0 51.6 DesignQueue: 5 0 19 0.0 1.00 0.0 o 0.0 1.00 0.0 o 0.0 1.00 0.0 o **** 13.7 0.46 66.7 1.00 66.7 6 117 0.34 4.9 1. 00 4.9 27 0.0 0.00 0.0 1. 00 0.0 o **** 0.0 104 103.7 0.00 0.46 0.17 0.0 1.00 0.0 o 10.6 1.00 10.6 46 8.1 1. 00 8.1 9 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - --- - -- - - 11/14/2003 17:05 Filename: 20PPM.OUT Page 11 Horizon Year -With ProjectFri Nov 14, 2003 17:05:29 Page 11-1 Carlsbad Office Campus Long Term (2020) With Project, PM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #107 Poinsettia Ln./Avd. Encinas [e/w: Poinsettia, n/s: Encinas] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 o (Y+R 100 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.546 29.0 C ******************************************************************************** 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---------------1 1---------------1 1---------------1 Control: Prot+Permit Prot+Permit Protected Protected Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Lanes: 1 0 101 1 0 101 102 1 0 202 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 54 168 510 358 308 Growth Adj: 1.00 1.00 1.00 1.00 1.00 Initial Bse: 54 168 510 358 308 Added Vol: 0, 2 0 22 8 PasserByVol: 0 -0 0 0 0 Initial Fut: 54 170 510 380 316 User Adj: 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 PHF Volume: 54 170 510 380 316 Reduct vol: 0 0 0 0 0 Reduced Vol: 54 170 510 380 316 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.: 54 170 510 380 316 ----1---------------11--- Saturation Flow Module: 85 1.00 85 5 o 90 1.00 1.00 90 o 90 65 1. 00 65 1 o 66 1.00 1. 00 66 o 66 281 1.00 281 o o 281 1.00 1. 00 281 o 281 1.00 1.00 1.00 1.00 1.00 1.00 90 66 281 -11----- 41 1. 00 41 o o 640 1. 00 640 o o 262 1.00 262 o o 41 640 262 1.00 1.00 1.00 1.00 1.00 1.00 41 640 262 000 41 640 262 1.00 1.00 1.00 1.00 1.00 1.00 41 640 262 -11-- Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.52 1.00 0.85 0.71 1.00 0.85 0.95 0.89 0.89 0.92 0.95 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.62 0.38 2.00 2.00 Final Sat.: 985 1900 1615 1341 1900 1615 1805 4441 648 3502 3610 ------------1---------------1 1---------------1 1---------------1 1-Capacity Analysis Module: Vol/Sat: 0.05 0.09 0.32 0.28 0.17 0.06 0.04 0.06 0.06 0.18 0.07 Crit Moves: **** **** Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 47.1 40.1 0.12 0.22 14.9 1.00 14.9 3 19.9 1.00 19.9 6 40.1 0.79 32.7 1.00 32.7 18 66.8 0.42 7.6 1. 00 7.6 16 59.8 0.28 9.8 1.00 9.8 7 59.8 0.09 8.6 1. 00 8.6 2 **** 13.7 10.0 0.27 0.63 39.3 1. 00 39.3 3 45.8 1. 00 45.8 14 10.0 0.63 45.8 1. 00 45.8 2 **** 23.2 19.5 0.79 0.37 41.3 1. 00 41.3 29 35.2 1. 00 35.2 12 132 1. 00 132 5 o 137 1.00 1.00 137 o 137 1.00 1.00 137 1900 0.85 1.00 1615 0.08 19.5 0.43 36.3 1.00 36.3 6 1 1 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine -- - - -- --- - I I 1 ! 1 I I I 1 1 1 1 1 1 1 I 1 1 1 1 1 I I 11/14/2003 17: 05 Filename: 20PPM.OUT Page 12 Horizon Year -With ProjectFri Nov 14, 2003 17:05:29 Page 12-1 Carlsbad Office Campus Long Term (2020) With project, PM Peak Office Alternative Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #108 Poinsettia Ln./I-5 SBR [e/w: Poinsettia, n/s: SBR] ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 o (Y+R 50 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.545 22.6 C ******************************************************************************** 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 Min. Green: 0 0 0 10 10 10 0 10 10 7 10 0 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 o 1 2 020 0 ------------1---------------11---------------11-------11---------------1 Volume Module: Base Vol: 0 0 0 500 Growth Adj: 1.00 1.00 1.00 1.00 o 1. 00 o o o o Initial Bse: 0 0 0 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 0 0 0 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 0 0 0 Reduct Vol: 0 0 0 Reduced Vol: 0 0 0 PCE Adj: 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 Final Vol.: 0 0 0 -1---------------11 Saturation Flow Module: 500 o o 500 1. 00 1. 00 500 o 500 1. 00 1. 00 o o o 1.00 1.00 1.00 1.00 500 0 Sat/Lane: 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.92 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 Final Sat.: 0 0 0 3502 0 ------------1---------------11------Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.14 0.00 Crit Moves: Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 0 .. 0 0.0 0.00 0.00 0.0 0.0 1.00 1.00 0.0 0.0 o 0 0.0 0.00 0.0 1.00 0.0 o **** 31.5 0.0 0.54 0.00 38.8 0.0 1.00 1.00 38.8 0.0 25 0 132 0 967 182 456 901 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 132 0 967 182 456 901 0 o 0 14 8 0 5 0 000 0 000 132 0 981 190 456 906 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 1.00 132 0 981 190 456 906 0 000 0 000 132 0 981 190 456 906 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 1.00 132 0 981 190 456 906 0 ----11---------------11---------------1 1900 1900 1900 1900 1900 1900 0.85 1.00 0.95 0.85 0.92 0.95 1.00 0.00 2.00 1.00 2.00 2.00 1615 0 3610 1615 3502 3610 11---------------11 1900 1.00 0.00 o -----1 0.08 0.00 0.27 0.12 0.13 0.25 0.00 31.5 0.31 36.0 1.00 36.0 7 **** 0.0 59.9 0.00 0.54 0.0 21.0 1.00 1.00 0.0 21.0 o 35 59.9 0.24 17.2 1.00 17.2 7 **** 28.7 88.5 0.54 0.34 40.7 5.6 1.00 1.00 40.7 5.6 24 17 0.0 0.00 0.0 1.00 0.0 o ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to RBF Consulting, Irvine - -- ---- --11/14/2003 17:05 Filename: 20PPM.OUT Page 13 Horizon Year -With ProjectFri Nov 14, 2003 17:05:29 Carlsbad Office Campus Long Term (2020) With Project, PM Peak Office Alternative Level Of Service Computation Report Page 13-1 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #109 Poinsettia Ln./I-5 NBR [e/w: Poinsettia, n/s: NBRl ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 o (Y+R 60 Critical Vol./Cap. (X): 4 sec) Average Delay (sec/veh): Level Of Service: 0.617 22.8 C ******************************************************************************** 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 Include Include Include Protected Include Min. Green: 10 10 10 0 0 0 7 10 o o 10 10 Lanes: 10002 0 000 0 1 0 2 0 0 o 0 3 0 1 ------------1 Volume Module: Base Vol: 197 0 Growth Adj: 1.00 1.00 Initial Bse: 197 0 Added Vol: 2 0 passerByVol: 0 0 Initial Fut: 199 0 User Adj: 1.00 1.00 PHF Adj: 1.00 1.00 PHF Volume: 199 0 Reduct vol: 0 0 Reduced Vol: 199 0 peE Adj: 1.00 1.00 MLF Adj: 1.00 1.00 Final Vol.: 199 0 ------------1--------- Saturation Flow Module: --11---------------11---------------11 698 1. 00 698 a a 698 1. 00 1. 00 698 a 698 1. 00 1.00 698 II a 1. 00 o o o o 1. 00 1. 00 a a o a 1. 00 o a a a 1.00 1.00 o o o 1.00 1.00 1.00 1.00 o 0 a 140 1327 1.00 1.00 1.00 a 140 1327 a a 14 a a a a 140 1341 1.00 1.00 1.00 1.00 1.00 1.00 a 140 1341 a a 0 a 140 1341 1.00 1.00 1.00 1.00 1.00 1.00 a 140 1341 ----11------ a 1.00 a a o o 1.00 1.00 o o o 1.00 1. 00 o II a 1.00 a a a a 1.00 1. 00 a a a 1160 1.00 1160 3 a 1163 1.00 1.00 1163 o 1163 1.00 1.00 1.00 1.00 o 1163 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.75 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.91 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 3.00 Final Sat.: 1805 a 2842 0 0 0 1805 3610 0 a 5187 ---1---------------11---------------11---------------11--- Capacity Analysis Module: Vol/Sat: 0.11 0.00 0.25 0.00 0.00 0.00 0.08 0.37 0.00 0.00 0.22 Crit Moves: **** Green Time: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/veh: DesignQueue: 47.8 0.28 24.7 1.00 24.7 8 0.0 0.00 0.0 1. 00 0.0 a 47.8 0.62 29.9 1. 00 29.9 29 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1.00 0.0 o 0.0 0.00 0.0 1. 00 0.0 a **** 18.6 72.2 0.50 0.62 47.9 15.7 1.00 1.00 47.9 15.7 8 39 0.0 0.00 0.0 1.00 0.0 o **** 0.0 0.00 0.0 1.00 0.0 a 53.7 0.50 23.8 1.00 23.8 45 183 1.00 183 a a 183 1.00 1. 00 183 o 183 1. 00 1.00 183 1900 0.85 1. 00 1615 0.11 53.7 0.25 20.9 1.00 20.9 7 I I ******************************************************************************** Traffix 7.5.0715 (c) 2002 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 11/14/2003 17:05 - -- - ---Filename: 20PPM.OUT Page 14 - -- - --- - - -- - - --- ---RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: Avd. Encinas (N/S) Cannon Rd. (EIW) INTERSECTION: Avd. Encinas eN/S) Cannon Rd. (E/W) SCENARIO: Long-Tenn (2020) Plus Project -Office Alt SCENARIO: Long-Tenn (2020) Plus Project -Office Alt COUNT DATE: 07/15103 PEAKHR: AM ANALYST: NEM "::"::';;;;"A-G--E-N-C-Y-:-C-ar"-Is-ba-d-- COUNT DATE: 07/15103 PEAKHR:.;;.P:.;.:M:..-______ _ ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK. UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 1 1800 167 0.09 NB Left 1 1800 129 0.D7 * NB Thru 2 4000 162 0.10 * NB Thru 2 4000 162 0.12 NB Right 0 0 240 0.00 NB Right 0 0 305 0.00 SB Left 2 3600 112 0.03 * SB Left 2 3600 370 0.10 SB Thru 1 2000 61 0.03 SB Thru 1 2000 310 0.16 * SB Right 1 1800 25 om SB Right 1 1800 35 0.02 EB Left 1 1800 20 om EB Left 1 1800 8 0.00 EB Thru 2 4000 145 0.10 * EB Thru 2 4000 113 0.04 * EB Right 0 0 242 0 EB Right 0 0 58 0 WB Left 2 3600 389 0.11 * WB Left 2 3600 280 0.08 * WBThru 2 4000 64 0.06 WBThru 2 4000 98 0.10 WB Right 0 0 183 0.00 WBRight 0 0 284 0.00 NORTH/SOUTH CRITICAL SUMS 0.13 NORTH/SOUTH CRITICAL SUMS 0.23 EASTIWEST CRITICAL SUMS 0.21 EASTIWEST CRITICAL SUMS 0.12 SUM OF CRITICAL VIC RATIO 0.34 SUM OF CRITICAL VIC RATIO 0.35 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.44 INTERSECTION CAPACITY UTILIZATION (ICU) 0.45 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61 -<= C .71-<= C .71-<= * Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81-<= ** extra wide outside lane E .91-<= E .91 -<= F >1.0 F >1.0 Project #: 55-100144.001 11117/2003 - -- - --- -- - ------ -- - RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: 1-5 SBR (N/S) Cannon Rd. (E/W) INTERSECTION: 1-5 SBR (N/S) Cannon Rd. (E/W) SCENARIO: Long-Tenn (2020) Plus Project -Office Alt SCENARIO: Long-Term (2020)Plus Project -Office Alt COUNT DATE: 07115103 PEAKHR:..:.AM;;;.;.:;..--::::-::::::---::-___ _ ANALYST: NEM AGENCY: Carlsbad COUNT DATE: ANALYST: ____----0~7.;..;/l:c:;5.;..:/0'-'--3 PEAK HR: ..:.P..:..M~ _____ -:----,--__ _ NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK I MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PMPEAK I LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 0 0 0 0.00 NB Left 0 0 0 0.00 • NBThru 0 0 0 0.00 * NBThru 0 0 0 0.00 * NB Right 0 0 0 0.00 NB Right 0 0 0 0.00 SB Left 2 3600 478 0.13 * SB Left 2 3600 222 0.06 * SB Thru 0 0 0 0.00 SBThru 0 0 0 0.00 SB Right 1 1800 240 0.13 SB Right 1 1800 38 0.02 EB Left 0 0 0 0.00 EB Left 0 0 0 0.00 EBThru 2 4000 378 0.09 * EB Thru 2 4000 614 0.15 * EB Right 1 1800 119 0.Q7 EB Right 1 1800 174 0.10 WBLeft 2 3600 301 0.08 * WBLeft 2 3600 418 0.12 * WBThru 2 4000 396 0.10 WBThru 2 4000 624 0.16 WB Right 0 0 0 0.00 WBRight 0 0 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.13 NORTH/SOUTH CRITICAL SUMS 0.06 EASTIWEST CRITICAL SUMS 0.17 EASTIWEST CRITICAL SUMS 0.27 SUM OF CRITICAL VIC RATIO 0.30 SUM OF CRITICAL VIC RATIO 0.33 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.40 INTERSECTION CAPACITY UTILIZATION (lCU) 0.43 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61-<= C .71 -<= C .71-<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91-<= E .91-<= F >1.0 F >1.0 Project #: 55-100144.001 11117/2003 - -- - --- - --- - ---- - - - RBF Consulting Intersection Capacity Utilization (leU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: 1-5 NBR (N/S) Cannon Rd. (EIW) INTERSECTION: 1-5 NBR (N/S) Cannon Rd. (EIW) SCENARIO: Long-Tenn (2020) Plus Project -Office Alt SCENARIO: Long-Tenn (2020)Plus Project -Office Alt COUNT DATE: 07/15103 PEAKHR:..:.;AM::.:.::.... ______ _ COUNT DATE: _ ____ 0-'-7_11_5_/0_3 PEAK HR: _P_M _______ _ ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 1 1800 78 0.04 * NB Left 1 1800 22 0.01 * NB Thru 0 0 0 0.00 NB Thru 0 0 0 0.00 NBRight 2 3600 176 0.05 NB Right 2 3600 239 0.Q7 SB Left 0 0 0 0 SB Left 0 0 0 0 SB Thru 0 0 0 0.00 * SB Thru 0 0 0 0.00 * SB Right 0 0 0 0 SB Right 0 0 0 0 EB Left 2 3600 61 0.02 * I EB Left 2 3600 95 0.03 * EB Thru 2 4000 817 0.20 I EB Thru 2 4000 736 0.18 EB Right 0 0 0 0 i EB Right 0 0 0 0 WB Left 0 0 0 0 WB Left 0 0 0 0 WBThru 1 2000 619 0.31 * WBThru 1 2000 1020 0.51 * WBRight 2 3600 203 0.06 WBRight 2 3600 394 0.11 NORTWSOUTH CRITICAL SUMS 0.04 NORTWSOUTH CRITICAL SUMS 0.01 EASTIWEST CRITICAL SUMS 0.33 EASTIWEST CRITICAL SUMS 0.54 SUM OF CRITICAL VIC RATIO 0.37 SUM OF CRITICAL VIC RATIO 0.55 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.47 INTERSECTION CAPACITY UTILIZATION (lCU) 0.65 J:,.E\TgI"QF SERVIC:l:\{r,QS) ------------------_ .. -. A --LEVEL OF SERVICE (LOS) B NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61-<= B .61 -<= C .71 -<= C .71 -<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81-<= ** extra wide outside lane E .91 -<= E .91 -<= F >1.0 F >1.0 Project #: 55-100144.001 11117/2003 --- - -- ----- -- ------RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: Avd. Encinas (N/S) Palomar Airport (EIW) INTERSECTION: Avd. Encinas (N/S) Palomar Airport (EIW) SCENARIO: Long-Term (2020) Plus Project -Office Alt SCENARIO: Long-Term (202()) Plus Project -Office Alt COUNT DATE: _____ 0_7/_1..;..51....;.0_3 PEAKHR:_AM....;...;.. _______ _ COUNT DATE: _____ 0_7/_1_51_03_ PEAKHR:_P_M _______ _ ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY; Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 1 1800 60 0.03 NB Left 1 1800 125 0.07 .. NBThru 1 2000 231 0.12 .. NB Thru 1 2000 191 0.10 NB Right 1 1800 327 0.18 NB Right 1 1800 388 0.22 SB Left 1.5 2700 195 0.07 .. SB Left 1.5 2700 643 0.24 SB Thru 0.5 1000 96 0.10 SB Thru 0.5 1000 319 0.32 .. SB Right 1 1800 61 0.03 SB Right 1 1800 343 0.19 EB Left 1 1800 331 0.18 EB Left 1 1800 97 0.05 .. EBThru 1 2000 510 0.29 .. EBThru 1 2000 343 0.20 EB Right 0 0 77 0 EB Right 0 0 48 0 WB Left 1 1800 457 0.25 .. WBLeft 1 1800 309 0.17 WBThru 1 2000 312 0.16 WBThru 1 2000 667 0.33 .. WB Right 1 1800 549 0.31 WB Right 1 1800 263 0.15 NORTH/SOUTH CRITICAL SUMS 0.19 NORTH/SOUTH CRITICAL SUMS 0.39 EASTIWEST CRITICAL SUMS 0.54 EASTIWEST CRITICAL SUMS 0.38 SUM OF CRITICAL VIC RATIO 0.73 SUM OF CRITICAL VIC RATIO 0.77 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.83 INTERSECTION CAPACITY UTILIZATION (lCU) 0.87 LEVEL OF SERVICE (LOS) D LEVEL OF SERVICE (LOS) D NOTES; LOS Maximum NOTES; LOS Maximum VIC VIC A 0-<= A 0-<= B .61-<= B .61 -<= C .71-<= C .71-<= .. Denotes Critical Movements D .81 -<= .. Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91-<= E .91-<= F >1.0 F >1.0 Project#: 55-100144.001 11117/2003 --- -- - --- -- --- - --- - RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAP ACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: 1-5 SBR (N/S) Palomar Airport (EIW) INTERSECTION: 1-5 SBR (N/S) Palomar Airport (EIW) SCENARIO: Long-Term (2020) Plus Project -Office Alt SCENARIO: Long-Term (2020)Xlus Project -Office Alt COUNT DATE: ____ -'0:....;.7;...:11..:.;51...;..03:-PEAK HR:.;;.AM;;::,..:.. _______ _ COUNT DATE: _____ 0_7_/1_5_/0_3 PEAK HR: ..:.P:.;.M=-______ _ ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: Carlsbad --- MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK I MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC I LANES (1) HOUR VOLUME VIC NB Left 0 0 0 0.00 i NB Left 0 0 0 0.00 NB Thru 0 0 0 0.00 '" NB Thru 0 0 0 0.00 '" NBRight 0 0 0 0.00 NB Right 0 0 0 0.00 SB Left 2 3600 501 0.14 '" SB Left 2 3600 355 0.10 '" SB Thru 0 0 0 0.00 SB Thru 0 0 0 0.00 SB Right 1 1800 217 0.12 SB Right 1 1800 152 0.08 EB Left 0 0 0 0.00 '" EB Left 0 0 0 0.00 EB Thru 3 6000 881 0.17 EB Thru 3 6000 1467 0.29 '" EB Right 0 0 155 0 EB Right 0 0 259 0 WB Left 0 0 0 0 WB Left 0 0 0 0'" WBThru 2 4000 1104 0.28 '" WBThru 2 4000 1087 0.27 WB Right 0 0 0 0.00 WB Right 0 0 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.14 NORTH/SOUTH CRITICAL SUMS 0.10 EASTIWEST CRITICAL SUMS 0.28 EASTIWEST CRlTICAL SUMS 0.29 SUM OF CRITICAL VIC RATIO 0.42 SUM OF CRITICAL VIC RATIO 0.39 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.52 INTERSECTION CAPACITY UTILIZATION (lCU) 0.49 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61 -<= C .71 -<= C .71 -<= * Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91-<= E .91-<= F >1.0 F >1.0 Project #: 55-100144.001 11117/2003 --- - - -- ---- - ---- - --RBF Consulting Intersection Capacity Utilization (ICU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: 1-5 NBR (N/S) Palomar Airport (EIW) INTERSECTION: 1-5 NBR (N/S) Palomar Airport (EIW) SCENARIO : Long-Term (2020) Plus Project -Office Alt SCENARIO: Long-Term (2020) Plus Project -Office Alt COUNT DATE: 07/15/03 PEAK. HR:.:.AM= _______ _ COUNT DATE: _____ 0;....7_/1_5_/0_3 PEAK. HR:..;..P'-M _______ _ ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK. MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 1 1800 213 0.12 * NB Left 1 1800 73 0.04 * NB Thru 0 0 0 0.00 NB Thru 0 0 0 0.00 NB Right 2 3600 1294 0.36 NBRight 2 3600 284 0.08 SB Left 0 0 0 0 SB Left 0 0 0 0 SB Thru 0 0 0 0.00 * SB Thru 0 0 0 0.00 * SB Right 0 0 0 0 SB Right 0 0 0 0 I EB Left 1 1800 101 0.06 * EB Left 1 1800 76 0.04 * EB Thru 3 6000 1282 0.21 EB Thru 3 6000 1395 0.23 EB Right 0 0 0 0 EB Right 0 0 0 0 WB Left 0 0 0 0 WB Left 0 0 0 0 WBThru 3 6000 1295 0.22 * WBThru 3 6000 1652 0.28 * WB Right 2 3600 328 0.09 WB Right 2 3600 339 0.09 NORTH/SOUTH CRITICAL SUMS 0.12 NORTH/SOUTH CRITICAL SUMS 0.04 EASTIWEST CRITICAL SUMS 0.28 EASTIWEST CRITICAL SUMS 0.32 SUM OF CRITICAL VIC RATIO 0.40 SUM OF CRITICAL VIC RATIO 0.36 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.50 INTERSECTION CAPACITY UTILIZATION (ICU) 0.46 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61 -<= C .71-<= C .71 -<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91 -<= E .91 -<= F >1.0 F >1.0 Project #: 55-100144.001 11117/2003 - -- ---- ---- ---- -- - - RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: Avd. Encinas (N/S) Poinsettia Ln. (EIW) INTERSECTION: Avd. Encinas (N/S) Poinsettia Ln. (EfW) SCENARIO: Long-Term (2020) Plus Project -Office Alt SCENARIO: Long-Term (2020) Plus Project -Office Alt COUNT DATE: 07/15103 PEAKHR:..;..AM..c...::... ______ _ COUNT DATE: 07/15103 PEAKHR:_P_M _______ _ ANALYST: NEM AGENCY: Carlsbad ANALYST: NEM AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK. LANES (I) HOUR VOLUME VIC MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PMPEAK I LANES (I) HOUR VOLUME VIC NB Left I 1800 17 0.01 NB Left I 1800 54 0.03 ! NB Thru 1 2000 314 0.16 '" NB Thru 1 2000 170 0.09 '" NB Right 1 1800 448 0.25 NB Right 1 1800 510 0.28 SB Left 1 1800 104 0.06 '" SB Left 1 1800 380 0.21 * SB Thru 1 2000 111 0.06 SB Thru 1 2000 316 0.16 SB Right 1 1800 29 0.02 SB Right 1 1800 90 0.05 EB Left 1 1800 84 0.05 EB Left 1 1800 66 0.04 EB Thru 3 6000 257 0.05 '" EB Thru 3 6000 281 0.05 * EB Right 0 0 26 0 EB Right 0 0 41 0 WB Left 2 3600 402 0.11 '" WB Left 2 3600 640 0.18 '" WBThru 2 4000 182 0.05 WBThru 2 4000 262 0.07 WB Right 1 1800 371 0.21 WB Right 1 1800 137 0.08 NORTH/SOUTH CRITICAL SUMS 0.22 NORTHISOUTH CRITICAL SUMS 0.30 EASTIWEST CRITICAL SUMS 0.16 EASTIWEST CRITICAL SUMS 0.23 SUM OF CRITICAL VIC RATIO 0.38 SUM OF CRITICAL VIC RATIO 0.53 ADJUSTMENT FOR LOST TIME 0.10 AI?JUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (leU) 0.48 INTERSECTION CAPACITY UTILIZATION (lCU) 0.63 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) B NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61 -<= C .71-<= C .71-<= * Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81-<= ** extra wide outside lane E .91-<= E .91-<= F >1.0 F >1.0 Project #: 55-100144.001 11117/2003 --- - --- -- - ------ -- - RBF Consulting Intersection Capacity Utilization (lCU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: 1-5 SBR (N/S) Poinsettia Ln. (EfW) INTERSECTION: 1-5 SBR (N/S) Poinsettia Ln. (EfW) SCENARIO: Long-Term (2020) Plus Project -Office Alt SCENARIO : Long-Term (2020) Plus Project -Office AIt COUNT DATE: 07/15103 PEAK HR: .:.:AM=-______ _ ANALYST: NEM AGENCY: Carlsbad COUNT DATE: 07/15/03 PEAK HR: ..;..P"-'M'-:-::=-:-=-:----:::-:-~~- AGENCY: Carlsbad ANALYST: NEM MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK i MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PM PEAK LANES (1) HOUR VOLUME VIC LANES (1) HOUR VOLUME VIC NB Left 0 0 0 0.00 NB Left 0 0 0 0.00 NB Thru 0 0 0 0.00 * NB Thru 0 0 0 0.00 * NBRight 0 0 0 0.00 NB Right 0 0 0 0.00 SB Left 2 3600 106 0.03 * SB Left 2 3600 500 0.14 * ! SB Thru 0 0 0 0.00 SB Thru 0 0 0 0.00 SB Right 1 1800 80 0.04 SBRight 1 1800 132 0.Q7 EB Left 0 0 0 0.00 EB Left 0 0 0 0.00 EBThru 2 4000 665 0.17 * EB Thru 2 4000 981 0.25 * EB Right 1 1800 144 0.08 EB Right 1 1800 190 0.11 WBLeft 2 3600 536 0.15 * WB Left 2 3600 456 0.13 * WBThru 2 4000 875 0.22 WBThru 2 4000 906 0.23 WB Right 0 0 0 0.00 WBRight 0 0 0 0.00 NORTH/SOUTH CRITICAL SUMS 0.Q3 NORTH/SOUTH CRITICAL SUMS 0.14 EAS'fIWEST CRITICAL SUMS 0.32 EASTIWEST CRITICAL SUMS 0.38 SUM OF CRITICAL VIC RATIO 0.35 SUM OF CRITICAL VIC RATIO 0.52 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (ICU) 0.45 INTERSECTION CAPACITY UTILIZATION (lCU) 0.62 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) B NOTES: LOS Maximum NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61-<= B .61 -<= C .71 -<= C .71 -<= * Denotes Critical Movements D .81-<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91-<= E .91-<= F >1.0 F >1.0 Project #: 55-100144.001 11117/2003 - -- - --- ---- - ----- --RBF Consulting Intersection Capacity Utilization (leU) Worksheet INTERSECTION CAPACITY UTILIZATION INTERSECTION CAPACITY UTILIZATION INTERSECTION: 1-5 NBR (N/S) Poinsettia Ln. (EIW) INTERSECTION: 1-5 NBR (N/S) Poinsettia Ln. (E/W) SCENARIO: Long-Tenn (2020) Plus Project -Office Alt SCENARIO: Long-Tenn (2020) Plus Project -Office Alt COUNT DATE: ANALYST: ____ ...:.07.:..:../;:.:15;:.:/00.:-.3 PEAK HR: .:..AM=--=_=---..,---:-- NEM AGENCY: Carlsbad COUNT DATE: ANALYST: 07/15/03 PEAK HR: "-P"-M _______ _ =-N=E--M---':";";"';;';:';"'''''-AGENCY: Carlsbad MOVEMENT NO. of CAPACITY AM PEAK UNADJUSTED AM PEAK LANES (1) HOUR VOLUME VIC MOVEMENT NO. of CAPACITY PM PEAK UNADJUSTED PMPEAK I LANES (1) HOUR VOLUME VIC I NB Left 1 1800 212 0.12 * NB Left 1 1800 199 0.11 * I NB Thru 0 0 0 0.00 NB Thru 0 0 0 0.00 NB Right 2 3600 525 0.15 NB Right 2 3600 698 0.19 ' SB Left 0 0 0 0 SB Left 0 0 0 0 SB Thru 0 0 0 0.00 * SB Thru 0 0 0 0.00 * SB Right 0 0 0 0 SB Right 0 0 0 0 EB Left 1 1800 159 0.09 * EB Left 1 1800 140 0.08 EB Thru 2 4000 613 0.15 EB Thru 2 4000 1341 0.34 * EB Right 0 0 () 0 EB Right 0 0 0 0 WB Left 0 0 0 0 WBLeft 0 0 0 o * WBThru 3 6000 1200 0.20 * WBThru 3 6000 1163 0.19 WB Right 1 1800 363 0.20 WBRight 1 1800 183 0.10 NORTHlSOUTHCRlTICALSUMS 0.12 NORTH/SOUTH CRITICAL SUMS 0.11 EASTIWEST CRITICAL SUMS 0.29 EASTIWEST CRITICAL SUMS 0.34 SUM OF CRITICAL VIC RATIO 0.41 SUM OF CRITICAL VIC RATIO 0.45 ADJUSTMENT FOR LOST TIME 0.10 ADJUSTMENT FOR LOST TIME 0.10 INTERSECTION CAPACITY UTILIZATION (lCU) 0.51 INTERSECTION CAPACITY UTILIZATION (lCU) 0.55 LEVEL OF SERVICE (LOS) A LEVEL OF SERVICE (LOS) A NOTES: LOS Maxin;lUm NOTES: LOS Maximum VIC VIC A 0-<= A 0-<= B .61 -<= B .61 -<= C .71-<= C .71-<= * Denotes Critical Movements D .81 -<= * Denotes Critical Movements D .81 -<= ** extra wide outside lane E .91 -<= E .91 -<= F >1.0 F >1.0 Project #: 55-100144.001 1111712003 I I I APPENDIX G I ILV Analysis Worksheets 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 CONSULTING PLANNING • DESIGN • CONSTRUCTION 800.479.380B • www.RBF.cOM ~ ~W5 ~ 9() -'/8::: ~z- ~ </8 k-')( -'18= «3 o 1B 190 ---;"iii' f' YB I~o ~ 31 --; 18 -I-/ Jv T PM SHEET NO. OF ______ _ CALCULATED BY /VfM DATE /I /17 /03 --f-, --1-; ----- CHECKED BY ______ DATE ______ _ SCALE EXtf[IAlG- "'-<5'0 N'~C! .J ~4 520 ::::. 7~8 (5TAf?U) ~'2'l-% 6-27)-2zt::: SI ~~l0 ~ 2:z .. ,/ <t-1-7;-£21:::: S ( t-2t8 2.1.'3 -iO> ..... ........... ~ ~~ f'2'l$ 2'2-> ~ 83 ~ 2ZB " i-lz? + /7J = 630 (s-[/l~a) I I I I I I I I I I I I I I I I I I I R't'f CONSULTING PLANNING • DESIGN • CONSTRUCTION BOO.479.3BOB • www.RBF.cOM ~ ~r8 ~ 1(')-]18= 71 ~1f3 "--} 2..0 -18 =: 7z, 018 /')i -:7 f' ~B IJY ~ "31 J 18 + fry! + fM SHEET NO. _______ OF ______ _ CALCULATED BY --L.!t1A~'Et11~ ___ DATE _'+0_'7+f_03 ___ _ CHECKED BY DATE _-:--____ _ SCALE EXI>TINr+fI?OJtc;[ (OfFice Ilt-I) IY\ '" ~ ..... "- r()V)ls\ ~~4 5"20 ::::. 762- (smeu) ~22..8 6-J.tj-21..'i!::: 5b ~ f2 0\ ~11.8 ~ 2.85-2.zg= 57 _ '-. f\, f' ~u 1-55 ~ ..... f' 2~b zsr~ ~ h.~ [3 '7, 2~B -t 255 17~ -ttl. + (5/A/J{£) I I I I I I I I I I I I I I I I I I I CO N 5 U LTI N G PLANNING • DESIGN • CONSTRUCTION BOO.479.:3BOB • www.RBF..COM ...ML ~5"6 ~/O/-56=i5 ~ s(, -'--IO/-Sr;= '/5 056 2-81 --7 f' !Jt 2-80 ~ 13 -; 7b 'r '281 f fM JOB CAfLS8Yf.l) ~rPlCt. flIMPrJi; SHEET NO. _______ OF ______ _ CALCULATED BY ----L.J~='Efi1'-...!.-___ DATE _/+0_17+f_03 ___ _ CHECKED BY DATE ______ _ SCALE 5!Io({Frt:(?I/J (ZOlO J No PRf2.!t e:r-I • ~ IV) I'f) ~~~ .J ~4 'Ig6 :::: fj23 (5'llIeu) ~/61 6--358-16'1 ~ 18J ~~IY) ~/'£'J .t-?/58-/6J=-18; f'16J 35z.,.~ (\4) " ~ ~ ~~ f' fbj 35/ -'-'> Ibb {, ItJ -+ 3sz...-1-3'/8 -862 -, (:;rABU:) I I I I I I I I I I I I I I I I I I I CONSULTING PLANNING • DESIGN • CONSTRUCTION 800.479.3BOB • WWW.RBF.cCM ~ ~5h ~/3U-SG=7f ~5b k-130 -:56·:: 7,/ o 56 205 ----7 o 5~ ZB1~ 13 ~ 5b + 2.B5 + fM SHEET NO. OF ______ _ CALCULATED BY /VfM DATE 11/17/03 -+1 --1-, ----- CHECKED BY DATE ______ _ SCALE 5f1oRE-r@ (i~)tD)+tgOJfc:1 (emu: Att) N~"'\ ~,,:(\ ~~4 502-:::::: 813 (S/A.&U) ~/6? 6-363-1(,)-": l'1tj <:-/6} ~ }6Y-Ib)~: IJ5 ~~~ f' It! 3Ef7 ~ CI) "~ f' ftC; 38>~ ~ ~4 Ib}; '7, f6J f 308"3-+ 35"1 -:}c5 .' (51lt13I..E) I I I I I I I I I I I I I I I I I I I CONSULTING PL.ANNING • DESIGN • CONSTRUCTION 800.479.3BOB • www.RBF.cOM -.ML ~}51 <=--/61-/51.::18 ~/51 .i--/6.9 -/5(:; 16 0-J 5'1 185' ----?' f' IS-o /85 ~ 1If) J /5" I + 165 f 1M. SHEET NO. 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I.r') ~ ~ 2ft! ;;:: 821.. (S77I!?u) I I I I I I I I I I I I I I I I I I I CONSULTING PLANNING. • DESIGN • CONSTRUCTION SOD.479.3SClS • www.RSF.cOM J /57 (Sr J /S7 ----? ~ 15"1 /§"9 Z 1J·"-ZD6:: 66 1-7 (-2J;(;:" 65 + 328 -/~f /6 Y ?;~7-1 -:-/6g + t, /15 LN5 e-Il/<j ----:> --:9 L. )&/ ~ 3>8/ ~3BI -:-:> -"II> }BI JOB (JIgL5!}AD OFfice C4lhfVS SHEET NO. _______ OF _______ _ CALCULATED BY --'--It_IEfrI--'--___ DATE -,/c.:.,/;f-/t--,-7 lc'-o-=3 ___ _ CHECKED BY DATE ______ _ SCALE 51I0(([-nm(z.DIO} -+f7<OJ[Cr (orFle! At-T) {ANNON {IJJ. /r-S /'JBP-. + ~~( ~~-c--" IJ\. '-'\ ~ '2l)tj ;:;: '8"7</ (5(1I8t-£ ) I I I I I I I I I '1 I I I I I I I 'I I CONSULTING PLANNING • DESIGN • CONSTRUCTION BOO.479.3BOB • www.RBF.cOM 11M.. 2~ J 70 ..J. ~o ~ 30 ~ 71J 'If 5~/BI :1. BII;bfft7 ~ 9D6-}O;: 37b ,/05 -30.::. ?J75 + t, 255 4-255' 6-2.5,/ -? -?> '37b L <I/;8 ~ <168 3'H -til:: ~D3 ~ t.jG7 ?'i3 -1/::: 70'-' -"\\> JOB (;!gL'StMD OFfice C4111fvS SHEET NO. _______ OF ____ ---'-__ CALCULATED BY -.:.....;1/;:..::.101---=-----___ DATE -:'-"-i' ),--'-'-'.7 lc_o==-3 ___ _ CHECKED BY DATE ______ _ SCALE LbNIr--rtflJl/J (z»z.o) No fRo ltCT {ANNON [IiJ. /r -S NBfJ..... ~~\ £:() c;:, ~ f'..,g~ + 8B -11)i (sTAB!.."! ) /2.0 I I I I I I I I I I I I I I I I I I I CONSULTING PLANNING. • DESIGN • CONSTRUCTION BOO.479.3BOB • www.RBF.cOM 31 17 j 1"8 J rB ~ 18 ~ 18 6//~~ :1 817/13(, ~ t., 27,/ L 21'/ ~~1tj 1o~ -31 :;; "315 ~ 106-~f -;. 377 ---?> + t.... 171 ~ t{7L ~ 17/ 3G6-18: 3'1.0 ~ 3t;g -i8-=1w -"II> + 172- SHEET NO. _______ OF ______ _ CALCULATED BY ---,-;t_lf1III~ ___ DATE ....:.1-'-I1>~'-':...L7 A-=-o:::::...3 ___ _ CHECKED BY DATE -----;c----- SCALE L/}AlG-·1tI<;I1 (M)+t/{D It C[ tPfrlcc /I t---r) {ANNON /<fJ. /r-S /Il8ft... + irr ~r:::,~ ~--...... -- 1-/2...0 -;;: 6rO (5"TJI 8u:. ) I I I I I I I I I ~;I I I I I I I I I I CONSULTING PLANNING • DESIGN • CONSTRUCTION BOO.479.3BOB • www.RBF.CDM + ~~~ ~~~ ~~~ 1-16 -t ~\ ~ lSi ~ is'! "5 --l'Jij' ~ IJ,! -V 4--3J8 ~7JS 385 ----T 38,/ --;> 38'/ .-V "7')8 SHEET NO. OF ______ _ CALCULATED BY MM DATE _'.L.0~' Kff-l?_3 ___ _ CHECKED BY ______ DATE ______ _ SCALE £XI.5TING- . ?l/LOM)P.../JI/(/OP.T RLl t-s S"13IZ. , = b7<-/ (ST/ljjf..£ ) I I I I I I I I I ':1 I I I I I I I I I CONSULTING PLANNING • DESIGN • CONSTRUCTION 800.479.3808 • www.R8F".COM M1 "'~N\ CIt) lr) lI) IN~~ ~ ~~ 'l5i <;86;; fJO'I 1(1/ /Z,7 7 + -+ ~\ ~ 351 ~355 Z-co --200 ---7> 200 -y :755 4--'It/ .!:--1/z.., 'I-t1 --T 127 -;> (/1-7 -----y7 JOB (AtLC; 1M/) ()FflCE CAM!" r SHEET NO. OF ______ _ CALCULATED BY MM DATE _'..J..0_,c,.f-0_t> 3 ___ _ CHECKED BY DATE ______ _ SCALE /;XlrrI/J?-+ tll<> leer U(fiCc A Lr) ?IILOM~/!.../-J!KfO~T R~ /(:"5 5"/31( , =-go'!.. (mea) = I I I I I I I I I "~I I I I I I I I '1 I C[]NSULTING PLANNING • DESIGN • CONSTRUCTION 800.479.3808 • www.R8F.cCM 2ZD <!'..:()t'--... 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OF ______ _ CALCULATED BY NfIt1 DATE /I /18/6> -.:....:...t...:....:7j-...L:..---- CHECKED BY DATE _-;:-____ _ SCALE EXI5r/N?-+(~Oj!e;r-(orflce Ill., ) 6¥1 /065 7 (7 (? ~ K-J-.. ~ ~~ ::: //5'5 (s Tll f3, f...E ) I .1 I I I I I I I ·1 I I I I I I I ';1 I , CONSULTING PLANNING • DESIGN • CONSTRUCTION BClO.479.3BClB • www.RBF.cOM //1 f1/} 90 .Jt C?o ---? 20 ~ % ~ ~ /7/ 1.... 171 <!:--3{L 6--JI/ . ~3/1 '/ID-/I¥= 29b --7 '/0i _/111':: 275 ~ <;07 -IN=:: 2'15 -7 t-3/2- t 113 t:: 11'1 ~«01 <--~f3(;j P 77-90 ~ 30; ~ '188 ~98-10~ }oB -7 JI}-1{)::: 3DB -7- '182 JOB CAI<L51Mb (}fficE (/IMj>flS SHEET NO. _______ OF ______ _ CALCULATED BY ---LJ10~'f41:..!.L-___ DATE _1'-'.,/f....!.aq.Bf-=.6.L.> ___ _ CHECKED BY DATE ______ _ SCALE Sgo8T-7t:1?A1 &(10) /IIi) fR,OJELT t!if> -:::: lOBi (S/A!7t-c) 7 ?' f? ~ '-. ......... ~-::::: + /11 ::: tJo I I I I I I I I I :1 I I I I I I I I I P.'t'f CONSULTING PLANNING • DESIGN • CONSTRUCTION BOO.479.3BOB • www.RBF.cOM 1/5 /{5 1/5 US fY} ~B 9'8 73 78 115 J. ----? ~ --7 98 ~ 171 1.., 171 6--35/ <f;-33( ~350 -7 -?> --:7 351 t /13 t:: lit; ~'1J6 <-t;96 172---')3 :; ];3,/ ~'19C, --3> '/72---78"'" 33'/ -----?l> 132--98::: 33'i -:;. ~Jb SHEET NO. _______ OF ______ _ CALCULATED BY -LlN.~f.11=-___ DATE --!'c:..,1 hL:..'4-Bf-=-b>-L-.-__ _ CHECKED BY DATE ______ _ SCALE SitOR7?-fl/?A1/pr;)+tIlOJecr (offiCE /fer) + 112.'/ 7 ~f? ~~'-,,~ + /1/ :::: 705 (:;r/l(3U; ) I ,I I I I I I I I :1 I I I I I I I 'I I CONSULTING PLANNING • DESIGN • CONSTRUCTION BDD.479.3BDB • www.RBF.cOM foo 11)1) fOv {DO f1I} 6B bB -6e &B /00 .Jt ---? ----:;. ---) 'iZ"f;-IIJF 32.:> 1Z3-11},'y:: 32.3 '-/z') -I roc:: 3zJ t- 132 -68 7 361 ~o (-6&:-3b3 'IN -68= 363 t-16/ ~ 16Y c--3'13 6-y'j2- ~ '71)2- -7 --7> --7 ~~3 ~ I 1. ;;0 ~ IjL{3 ~ 'iL13 ~ flf3 --7 ---7 -:J;> -t 68 -+ + SHEETNO, _______ OF ______ _ CALCULATED BY NfIl1 DATE /I /1810'S I CHECKED BY DATE ______ _ SCALE LON6--1f!2M 6;2-0) It/o/f2-.oJicr 6'17 -::: 1/10 !57/1t3u) ::! ~ '::J--::r---- 1'12-- (S77IeU3 ) I I I I I I I I I :1 I I I I I I I :!I I P.'7'f CONSULTING PLANNING • DESIGN • CONSTRUCTION BOO.479.3BOB • www.RBF.cOM /D/ J 101 ----7' IDf ~ 10/ ~ /0 J f'V} 76 .Jt 76 --?- 76 ~ 7,6 ---7 7IJ j(JI/76 12.-82/(31 s 121{; -/1)/ = "!;z.1 127--/0 1= JU '12-7-/0/-= 32.6 ~ fbi ~ /6i e--'132- 6-'132- ~ '/31 -7 -7> ---;7 1(32-- t Ib' t: 170 ~551 ~ 57'{ 165 -76 ": 3-B7 ~ 5.5(} -7 165 -7b~ }B1 ---7> 1./65.-16 ~ 3sc; -:;:. 551 SHEET NO. OF ______ _ CALCULATED BY NeIl1 DATE /I /IBID?> ......:...;.J~I --"'----- CHECKED BY DATE ---:-__ ---,-__ _ SCALE /..oIJG--n(2lt1(zD2...0)+f/l-OJf!ct(/JfftC£ /It.-T) / 7 -t 6Lf7 -:::: II~O (S-r/J/JU:) ~ ?' f/ ~N~ ";:J--:::r--- + I I I I I I I I I :1 I I I I I I I -: 'I I P.':if CONSULTING PLANNING • DESIGN • CONSTRUCTION SOO.479.3S0S • www.RSF.cOM FM ~ 1&8 ~ 168 C' /68 f" /66 /68 &-307 "-308- f\ '713 f' 313 "7/3 186 185 IZv + 7bo "Cj 13 b + C:-32-5 -1M ~ /57 <!:--')Z5-1fj3::; 157 --=7 ---7 "'1 18{z + ~ ¥ &--*' ----7 ~ "1 260 + JOB CARL584D OfFIC£ CAMttJr SHEET NO, OF _______ _ CALCULATED BY $&1 DATE ....!../.~I ;;c..:./~8j£~()+3=---__ _ CHECKED BY DATE ______ _ SCALE £X/5tllll6-- f'.-.I'l\ ~-::,7) --~ ~4. .3B7' ::::. 7'11 (5rl1!?~e) 17'8 == 85/ I I I I I I I I I ·1 I I I I I I I CONSULTING PLANNING • DESIGN • CONSTRUCTION 800.479.3808 • www.R8F.cOM AM ~//;8 Zf::-'33!3-lbg;-/70 <G-/68 <!:--}}8-/&f3::: 170 C' /68 /67 --;;. f" 16f6 18/1 -7 /}../ j, /68 + /137 + fM &-310 ~ ':t ~ 510 c--¥: {' 313 }I:>/ -----:7 f' 3/3 3b6 ~ 1'J1 ---z. '3;/3 + ?;b7 + JOB CAR.L584D OfFiCE OIMftJS SHEET NO. _______ OF ______ _ CALCULATED BY /If,1/} DATE 11/!8(r;3 , CHECKED BY DATE ______ _ SCALE !:XI577f1l&;-f/t<..OJECc (OffiCE tleT ) rOIN5t711A J./.J. /:[-55bP--. I'-~ N\!Y\ ~ ~~ ~ ~~ 3i37 :::. 7l/~ (S(A8U) f? " ...I) ----~ ~ ~~ /713 == 858 (>-r/lt?~t ) I I I I I I I I I ·1 I I I I I I I ~I I CONSULTING PLANNING • DESIGN • CDNSTRUCTICIN SClC.479.3SClS • www.RSF".COM AM ~L71 c-'// /-271:. ,yo <f-l7! ~tfIL-l7{:; ILI/ C' 271 160 ~ f' 271 teo ---:? {oi ~ '2-7/ + IBO + FM &-(77 ~ 3t.ff}-rTl ,; /71 ~ 177 6-7'18-(77; 17! f'/7b 512--7 f'/77 5'11 .~ 165 --z. 11'1 + §Ljv + JOB CARL5811!J OfFICE CAMftlS SHEET NO. ______ OF ______ _ CALCULATED BY tkA1 DATE II !i8h3 , CHECKED BY DATE _____ _ SCALE 5f/oft(-7EI<fi1 (010 ) /i.Jv ft.OJt:.c-T N\ \.1) ~ I'--~"::?-- ~ ~~ 73 ::::. 52'/ (5r,1~U) -\:)~ J'I\ '-~ _ M N\. ~ ~~ "310 == LOlDJ (S1AJ3t--f) I I I I I I I I I I I I I I I I I ~ 'I I CONSULTING PLANNING • DESIGN • CONSTRUCTION 800.479.3808 • www.R8F".CCM AM ~~11 L::-1Z5-z7(:= /51 <?-2-1/ 15/ <!::--Yz.i -171::: 151 C' ~"7{ ~ of' 271 lSI --7 IDS t 271 + 131 + FM JOB CARL584D OfFicE C/lMttlS SHEET NO. ______ OF ______ _ CALCULATED BY $&1 DATE II /l8h~ • CHECKED BY DATE ______ _ SCALE 5fforq:flt2VJ (201 0 I+f!<ojecr (oFfice lIt-r) / / ~~> ~ .J ~ 4- 73 :::. 5z5 (5-rll/}iL ) ~ 177 ~ }5f -177= 171 ~/11 ~ '73(J-/77:; IT} _(:)tS'. rfI -. 0 ,L/~ ___ N\ N) f' 171 -:7 ~~ f' /76 7'18 ~ ~ 1~3 -z. /77 + ?'I2 + 3/0 == /036 (51// !?>l-c) I I I I I I I I I I I I I I I I I .:' I I JOB CARL584D OfFiCE CAMitlS SHEET NO. _______ OF ______ _ CONSULTING CALCULATED BY ).IftYJ DATE /1/1863 . CHECKED BY DATE ______ _ PLANNING • DESIGN • CONSTRUCTION BOO.479.:3BOB • www.RBF".CCM SCALE LO/vfr-7f~ (iu2.-o) Ala F!<OJtcr ........... AM ~26i3 <?-lG0 C' 268 f' J6B 2178 + FM ~2l!3 ~2Z-8 " zzB f' tz-Ci 2t~ + ;=-819170/ r S36/rrb c::-1Z$-268-: 151 ~t=-;~ <f:--til r -2M -= t 5,6 ;72--3> ~ ~~ 3·::'/ -7 [~3 j. 33>2--+ 60 ~ tjsl-22.8 -.: 2'2-'3; ~~~ ~ tf50-2'2..8::: 22.1- 18'/ -7 ~N~ ~.~ '/63 ~ .J /'02..-~ 1'0/ + 2.70 ::: bBo (S,1118L-f) ::= J62- (sTllet,f) I I I I I I I I I I I I I I I I I ;1 I JOB CARL584D OFFICE CI/ Ml'tlS SHEETNO. _______ OF ______ _ CONSULTING CALCULATED BY ----L10 .... 0'-!.!iYl'-l-___ DATE II/lB h ~ CHECKED BY DATE ______ _ PLANNING • DESIGN • CONSTRUCTION 800.479.3808 • www.R8F.COM SCALE /..O;fJ6=-tt&11 {20zo )-tf!<o,rtc:r (OFFlCiAt,-C) f'M ~ Z6B <G-lhlJ C' 268 f' 265 268 + + L=-V'3/3-26e ::; /10 ~'I37-2he~ fbJ }~3 ~ ~~3z..-~ I'IY "1 + ~ 15} -J2fj= 22.5 &-155-l2.8-= 22') 'I '1/ ----:7 lj~D ~ I ~o -z. + Bo 6'01 250 I I I I I I I I I :1 I I I I I I I .' I I CONSULTING PLANNING • DESIGN • CONSTRUCTION 800.479.:3808 • www.RBF.cOM /12-/((2.-j. Lft£/~Z7 .=: AM L-2g{ <!:-U? /(2-.J k--Z69 ~Z,68 /I~-? 233-1/2.= /2 ( ~ 1(2..-~ 233--112.= /]..1 --:?> /(z-. + Z'b l FAA t.. 202- ~J5f 1/2--J 6--35'1 c-353 /12----7' 1/6l-11l :' 350 ---7 //2-~ Cf6! -ttL.-3ifj ----7 /IL + JOB 0lf2LS1MD amCf CAIYlC'(jS SHEET NO. _______ OF ______ _ CALCULATED BY --!....:.M:.=:'EI....f-.h ___ DATE ---,-,-;/I'f-'/t~~/tL.:Oc:::...3 ___ _ CHECKED By ______ DATE ______ _ SCALE E XI 'IT/ /IJ ?- 7 <'( '\', c--. CD \'-t'--t---: ...... \;'.\ ~ -t Z7j :: (;72- (iTIJ8U: ) ') f'~ .~ ~N) "-~N -- + 7Yj I I I I I I I I I ·1 I I I I I I I I I CONSULTING PLANNING • DESIGN • CONSTRUCTION SOO.479.:3S0S • www.RSF.cOM SHEET NO. _______ OF _______ _ CALCULATED BY )JEIV) DATE 11/13/03 CHECKED BY DATE _~ ____ _ SCALE EXI.51iNk +f«OJ£:0{ for-FiCC 1It.:!) / \~ 2.61/2..D 2-.. 8?-2-/l06,/ (rJINSEmA LN. 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CONSTRUCTION 800.479.3808 Offices located throughout California, Arizona & Nevada. www.RBF.com