Loading...
HomeMy WebLinkAbout; Joint First Responders Training Facility; Joint First Responders Training Facility; 2008-07-31LSA LSA ASSOCIATES. INC. 20 EXECUTIVE PARK, SUITE 200 IRVINE, CALIFORNIA 92614 949.553.0666 TEL 949.553.8076 FAX BERKELEY CARLSBAD COLMA FORT COLLINS PALM SPRINGS POINT RICHMOND RIVERSIDE ROCKLIN SAN LUIS OBISPO MEMORANDUM July 3K 2008 Don Iler, RRM Design Group RECEIVED AUG 0 If 2008 CITY OF CARLSBAD PLANNING DEPT SUB;I".(: 1 'Joe Jimenez. LSA Associates, Inc. Circulation Analysis for Joint First Responders Training Facility in City of Carlsbad -At your request, LSA Associates, Inc. (LSA) has prepared a circulation analysis of the existing conditions forthe Joint First Responders Training Facility in the City of Carlsbad (City). The memo addresses the development of four major facilities on site: a Residential Burn Prop Facility, a Commercial Bum Prop Facility, a Fire Administration/Support Facility, and a Shooting Range/ Classroom Facility'. LSA addressed the intersections recommended by City staff. Figure I (all figures attached) shows the location of the proposed project and the study area intersections analyzed in the study. The site plan for the facility is provided in Figure 2. Study area intersections analyzed include: • El Camino Real/Cougar Drive • Orion Street^Faraday Avenue • El Camino Real/Faraday Avenue Additionally, LSA analyzed the roadway segment of Orion Street between both ends of Orion Wa} loop at the City's request. METHODOLOGY Intersection LOS Methodology. The Trciffix (Version 7.9) computer software was utilized to determine the level of serv ice (LOS) at signalized study area intersections based on the Intersection Capacity Utilization (ICU) methodology. Consistent with Cit>' requirements, the ICU methodology compares the volume-to-capacity (v/c) ratios of conflicting turn movements at an intersection, sums these critical conflicting v/c ratios for each intersection approach, and determines the overall ICU. The resulting v/c is expressed in terms of LOS. w here LOS A represents free-flow activity and LOS F represents overcapacity operation. LOS is a qualitative assessment of the quantitative effects of such factors as traffic volume, roadway geometries, speed, delay , and maneuverability on roadway and intersection operations. LOS criteria for signalized intersections using the ICU methodology are presented below. 07 3l'i.K ••V 'KLKi'iSi.'? C:iCLilniiiM-. Mc'?io; ii^.v PLANNING ENVIRONMENTAL LSA ASSOCIATES, INC. LOS Description A. No approach phase is fully utilized by traffic, and no vehicle waits longer than one red indication. Typically, the approach appears quite open, turns are made easily, and nearly all drivers fmd freedom of operation. B. This service level represents stable operation, where an occasional approach phase is fully utilized, and a substantial number are nearing full use. Many drivers begin to feel restricted within platoons of vehicles. C. This level still represents stable operating conditions. Occasionally, drivers may have to wait through more than one red signal indication, and backups may develop behind turning vehicles. Most drivers feel somewhat restricted, but not objectionably so. D. This level encompasses a zone of increasing restriction approaching instability at the intersection. Delays to approaching vehicles may be substantial during short peaks within the peak period; however, enough cycles with lower demand occur to permit periodic clearance of developing queues, thus preventing excessive backups. E. Capacity occurs at the upper end of this service level. It represents the most vehicles that any particular intersection approach can accommodate. Full utilization of every signal cycle is attained no matter how great the demand. F. This level describes forced flow operations at low speeds, where volumes exceed capacity. These condhions usually result from queues of vehicles backing up from a restriction downstream. Speeds are reduced substantially, and stoppages may occur for short or long periods of time due to the congestion. In the extreme case, speed can drop to zero. The relationship between LOS and the ICU value (i.e.. v/c ratio) is as follows: LOS Intersection Capacitv Utilization A <0.60 B >0.6i and < 0.70 C >0.71 and < 0.80 D >0.81 and < 0.90 E >0.91and< 1.00 1 F > 1.00 The City considers LOS D to be the maximum acceptable LOS al all intersections. A project would cause a significant impact if the project causes the LOS to deteriorate to LOS E or F, or if the project adds more than 2 percent (0.02) to the ICU for an intersection already operating at LOS E or F. Peak-Hour Link Analysis Methodology. A detailed peak-hour link analysis was prepared to determine LOS at the study area roadway segment. This directional peak-hour analysis assumes a lane capacity of 1.800 vehicles per hour per lane based on the San Diego Traffic Engineers' Council/ Institute of Transportation Engineers (SANTECTTE) requirements. For roadway segments, LOS D (i.e.. v/c = 0.90) will be the maximum acceptable LOS. An impact would occur if the v/c exceeds 0.90 bv 0.02 or more. n7'3 l.ns „|i RDCjOSCrvCiiciikiiion Memp: doc LSA ASSOCIATES.INC, EXISTING CONDITIONS Peak-hour intersection turn volumes and average daily traffic (ADT) were collected by Southland Car Counters on Tuesday, March 13, 2008 (attached). Existing peak-hour traffic volumes are presented in Figure 3. Table A summarizes the results of the existing a.m. and p.m. peak-hour LOS analysis for the study area intersections. The existing LOS calculation worksheets are presented as an attachment to this report. As Table A indicates, all study area intersections operate at an acceptable LOS (LOS D or better) during the a.m. and p.m. peak hours. Table A: Existing Intersection Level of Service Summary Intersection Existing Intersection AM Peak Hour PM Peak Hour Intersection ICU/Delay LOS ICU/Delay LOS 1. El Camino Real/Faraday Avenue 0.73 C 0.78 C 2. Orion Street/Faraday Avenue 0.41 A 0.40 A 3. El Camino Real/Cougar Drive' 17.5 sec C 19.6 sec C Source: LSA Associates. Inc., March 2008. ' One-way slop-controlled intersection Table B summarizes the results of the existing a.m. and p.m. peak-hour link analysis for the roadway segment of Orion Street between Orion Way loop. As this table indicates, Orion Street operates at an acceptable LOS during the a.m. and p.m. peak hours. Table B: Existing Peak-Hour Link Roadway Level of Service Summary 1 Existing Roadway AM Peak Hour PM Peak Hour Segment Direction Lanes Capacity Volume V/C LOS Volume V/C LOS Orion Street (between Orion Way loop) Northbound 1 1,800 32 0.02 A 11 0.01 A Orion Street (between Orion Way loop) Southbound 1 L800 16 0.01 A 104 0.06 A Source: LSA Associates. Inc.. March 2008. PROJECT CONDITIONS Trip Generation, Trip Distribution and Assignment This analysis considers the development of a Residential Bum Prop Facility, a Commercial Bum Prop Facility, and a Public Safety Facility. The daily and peak-hour trips for the project were generated based on discussions with City Police and Fire Department staff. Police Department use of the safety facility only will have no more than six vehicles on site. Four 12-hour shifts begin at 4:00 and 6:00 a.m. and at 4:00 p.m. and 6:00 p.m. In addition. 8-hour administration shifts begin at 8:00 a.m. and end at 5:00 p.m. Operational hours for the shooting range vary from 8:00 a.m. to 4:00 p.m. and may potentiallv be open to outside groups w ith a maximum of 20 vehicle trips. The Fire Department operates a 24-hour shift with approximateK 20 vehicles starting at 7:30 a.m. Fire classes ('7 31/0)^ .iP •RrX;nSi:i"l\CirCLilaii(>n Memo: doo LSA ASSOCIATES, INC. forthe Burn Prop Facility \ ary from 8:00 a,m. to 5:00 p.m. and will generate a total of 30 vehicle trips. Table C (attached) shows the proposed trip generation for the project. As the table indicates, the Fire Administration/Support and Shooting Range/Classroom Facilities are forecast to generate 'approximately 104 daily trips, including 27 trips during the a.m. peak hour and 30 during the p.m. peak hour. The Residential and Commercial Bum Facilities are forecast to generate approximately 170 daily trips, including 70 trips during the a.m. peak hour and 35 during the p.m. peak hour. The proposed facility is forecast to generate at total of approximately 274 trips per day, including 97 trips in the a.m. peak hour and 65 trips in the p.m. peak hour. The trip generation table was reviewed by City staff and approved on May 14, 2008. Project trip distribution for the proposed project was based on expected travel patterns between the project and local and regional destinations. Figure 4 illustrates the project trip distribution. Approximately 50 percent of the project trips are destined to the south via El Camino Real and Orion Street; 30 percent are destined to the north via El Camino Real: and 10 percent are destined to the east and west via Faraday Avenue. EXISTING PLUS PROJECT CONDITIONS To determine the existing plus project conditions, traffic generated by the proposed project was added to the existing baseline traffic volumes at the study area intersections. Figure 5 shows the resulting existing plus project a.m. and p.m. peak-hour traffic volumes. The existing plus project peak-hour LOS analysis is presented in Table D. The LOS worksheets are provided at the end of this report. Table D: Existing Plus Project Intersection Level of Service Summary Existing Existing Plus Project AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour ICU/ ICU/ ICU/ ICU/ Intersection Delay LOS Delay LOS Delay LOS Delay LOS 1. El Camino Real/Faraday Avenue 0.73 C 0.78 C 0.74 C 0.79 C 2. Orion Street/Faraday Avenue 0.41 A 0.40 A 0.46 A 0.41 A 3. El Camino Real/Cougar Drive' 17.5 sec C 19.6 sec C 17.7 sec C 20.6 sec C Source: LSA Associates, Inc.. March 2008. ' One-way stop-controlled intersection For the Joint First Responders Training Facility, all study area intersections are forecast to operate at satisfactory LOS (D or better). Implementation of the proposed project will not create any significant impacts. Table E summarizes the results of the existing plus project a.m. and p.m. peak-hour link analysis for the roadway segment along Orion Street between Orion Way loop. As this table indicates, Orion Street is forecast to operate at an acceptable LOS during the a.m. and p.m. peak hours. Implementation of the proposed project will not create any significant impacts. o:.'_-i''08 ••RDGiif<'l?X-irci)l;ilion Memo: diK LSA ASSOCIATES. INC. Table E: Existing Plus Project Roadway Level of Serv ice Summary Existing Roadway .\M Peak Hour PM Peak Hour Segment Direction Lane(s) Capacity Volume V/C LOS Volume V/C LOS Orion Street (between Orion Way loop) Northbound 1 1,800 32 0.02 A 11 0.01 A Orion Street (between Orion Way loop) Southbound 1 1.800 16 0.01 A 104 0.06 A 1 Existing Plus Project Orion Street (between Orion Way loop) Northbound 1 1,800 112 0.06 A 37 0.02 A Orion Street (between Orion Way loop) Southbound 1 1,800 33 0.02 A 143 0.08 A Source: LSA Associates, Inc., March 2008. MITIGATION MEASURES No significant impacts have been identified. Therefore, no mitigation measures are required. CONCLUSIONS Based on the results of this limited traffic impact analysis, the Joint First Responders Training Facility can be implemented without significantly impacting the surrounding roadway system during existing conditions. Evaluation of intersection and roadway LOS shows that the addition of project traffic to the baseline traffic volumes will not impact any study area intersections or roadways. As a result, no mitigation measures are required. Attachments: Figure 1: Project Site Location and Study Area Intersections Figure 2: Site Plan Figure 3: Existing AM and PM Peak-Hour Traffic Volumes Table C: Joint First Responders Training Safety Facility Trip Generation Summary Figure 4: Project Trip Distribution Figure 5: Existing Plus Project AM and PM Peak-Hour Traffic Volumes Existing Traffic Counts Existing Level of Service Worksheets Existing Plus Project Level of Service Worksheets U7/31.0^i .>p •RDGOSn?\Circiilaiio!i Memo: doL'. LSA LEGEND FIGURE I - Study Area Intersections SCHESMTIC - NOTTO SCALE l:\RDGOSO,VG\Snidy Ims.cdr (7,29/OS} Carlsbadloint First Responders Training Facility Project Site Location and Study Area Intersections w D O 155 CD CO LU CO < CO i is ^ to i u 95/121 JT 200/510 29/430 1, •L 66/178 ^ 595/193 r 183/189 1 El Camino Real/Faraday Avenue S c g CM O 39/59 J 291/677 23/21 1. t. 36/31 ^ 790/312 r 15/16 «o a> oo 2 Orion Street/Faraday Avenue % r— CO ; tL 16/117 3/70 1 T in CM Ifi •T— <E 3 El Camino Real/Cougar Drive LSA 123/456 AM/PM Volumes FIGURE 3 Carlsbad Joint First Responders Training Facility Existing A.M. and P.M. Peak Hour Traffic Volumes P:\Rr)GO803\Existing.xls\Figure LSA ASSOCIATES. [NC, Table C: Carlsbad Joint First Responders Training Facility Trip Generation Summary AM Peak Hour PM Peak Hour Land Use ADT In Out Total In Out Total Project Trip Generation Police Department 104 22 5' 27 4 26 30 Fire Department 170 50 20 70 5^ 30 35 Total 274 72 25 97 9 56 65 Notes: * Although no trip generation was provided, a nominal volume has been considered. Trip generation based on information provided by Carlsbad City Staff, Fire Department, and Police Department. A.M. Peak hour = 7:00 a.m. - 9:00 a.m. P.M. Peak hour = 4:00 p.m. - 6:00 p.m. Police Department: 12-hour shifts 4:00 a.m. shift [2 vehicles] start 6:00 a.m. shift [2 vehicles] start 4:00 p.m. shift [2 vehicles] end 6:00 p.m. shift [2 vehicles] end 4:00 p.m. shift [2 vehicles] start 6:00 p.m. shift [2 vehicles] start 4:00 a.m. shift [2 vehicles] end 6:00 a.m. shift [2 vehicles] end Total of 16 trips per day, 4 trips arriving during the p.m. peak hour and 4 trips leaving during the p.m. Shooting Range 8:00 a.m. session [20 vehicles] start 4:00 p.m. session [20 vehicles] end Note: Hours vary (i.e., 8-12, 12-4, or 8-4) Total of 40 trips per day, 20 trips arriving during the a.m. peak hour and 20 trips leaving during the p.m. Fire Department: 24-hour shifts 7:30 a.m. shift [20 vehicles] start 7:30 a.m. shift [20 vehicles] end Total of 40 trips per day, 20 trips arriving during the a.m. peak hour and 20 trips leaving during the a.m. peak hour. Fire Classes 8:00 a.m. session [30 vehicles] start 5:00 p.m. session [30 vehicles] end Note: Hours vary (i.e., 8-11 or 8-5) Total of 60 trips per day, 30 hips arriving during the a.m. hour and 30 trips leaving during the p.m. peak hour. Lunch 25% of staff leave for lunch [5 vehicles in and 5 out] AU day fire officer class [30 vehicles in and 30 out] Total of 70 trips per day 8-hour shifts 8:00 a.m. session [2 vehicles] start 5:00 p.m. session [2 vehicles] end Total of 4 trips per day, 2 trips arriving during the a.m. peak hour and 2 trips leaving during the p.m. Lunch 25% of staff leave for lunch [2 vehicles in and 2 out] All day range session [20 vehicles in and 20 out] Total of 44 trips per day. P:\RDG0803\lripgen,.\ls\SheetI (7/29/2008) LSA LEGEND .2 FIGURE 4 - Study Area Intersections •^^^ - Regional Trip Distribution Percentage SCHEMATIC - NOT TO SCALE Carlsbad Joint First Responders Training Facility Project Trip Distribution l:\RDG0803\GTnp Dist.edr (7.29/OK) (M o> in CO csj 1— eg 106/138 J 232/581 32/489 1. tl 74/203 669/226 r 214/234 Tj-ooo CVJ CM :r: cvi o CO Q CO in ^ CVJ 1 El Camino ReaL/Faraday Avenue CO in CO ? 5 ^ ^ i u 115/79 J 377/826 30/26 1, H 56/21 ^ 1025/380 r 19/38 ?co in cn § § S5 CO CO CVJ 2 Orion Street/Faraday Avenue I <C T- 3/70 1, t 24/134 5 3 El Camino Real/Cougar Drive LSA 123/456 AM/PM Volumes FIGURE 5 Carlsbad Joint First Responders Training Facilit)/ Existing Plus Project A.M. and P.M. Peak Hour Traffic Volumes P;\RDG0803\Existing Plus Project. xls\Figure Intersection Turning Movement Prepared by: National Data & Surveying Services N-S STREET: El Camino Real E-W STREET: Cougar Dr DATE: 03/13/2008 DAY: THURSDAY LOCATION: City of Carlsbad PROJECT* 08-4085-003 NORTHBOUND SOUTHBOUND LANES: 6:00 AM 6:15 AM 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM NL 0 NT 2 NR 1 SL 0 ST 2 SR 1 122 5 299 4 122 1 412 8 162 3 375 18 172 7 446 20 157 4 543 16 170 0 356 8 148 3 305 2 145 4 223 5 EASTBOUND WESTBOUND EL 0 ET 0 ER 1 WL 0 WT 0 WR TOTAL 1 434 545 562 650 728 541 460 382 TOTAL VOLUMES = NL NT 0 1198 NR 27 SL 0 ST 2959 SR 81 EL 0 ET 0 ER 6 WL 0 WT 0 WR 31 TOTAL 4302 AM Peak Hr Begins at: 715 AM PEAK VOLUMES = 0 613 15 0 1776 62 0 0 3 0 0 16 2485 PEAK HR. FACTOR: 0.877 0.822 0.750 0.571 0.853 CONTROL: 2-Way Stop Sign (EW) Intersection Turning Movement Prepared by: National Data & Surveying Services N-S STREET: El Camino Real E-W STREET: Cougar Dr DATE: 03/13/2008 DAY: THURSDAY LOCATION: City of Carlsbad PROJECT* 08-4085-003 LANES: 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM NORT>^BOUND SOUTHBOUND EASTBOUND WESTBOUND NL 0 NT 2 NR 1 SL 0 ST 2 SR 1 EL 0 ET 0 ER 1 WL 0 WT 0 WR 1 TOTAL 4:00 PM 1 341 0 1 164 1 4 0 35 547 4:15 PM 0 328 1 0 219 2 6 0 20 576 4:30 PM 0 346 1 0 198 2 8 0 43 598 4:45 PM 1 341 1 2 180 2 18 0 30 575 5:00 PM 0 427 0 0 160 0 27 0 30 644 5:15 PM 1 371 0 0 202 0 17 0 14 605 5:30 PM 0 329 0 0 160 0 21 0 23 533 5:45 PM 0 330 0 0 199 2 13 1 11 556 6:00 PM 6:15 PM 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 3 2813 3 3 1482 9 0 0 114 1 0 206 4634 PM Peak Hr Begins at: 430 PM PEAK VOLUMES = 2 1485 2 2 740 4 0 0 70 0 0 117 2422 PEAK HR FACTOR: 0.872 0.923 0.648 0.680 0.940 CONTROL: 2^Way Stop Sign (EW) Intersection Turning Movement Prepared by: National Data & Surveying Services N-S STREET: Orion St E-W STREET: Faraday Ave DATE: 03/13/2008 DAY: THURSDAY LOCATION: City of Carlsbad PROJECT* 08-4085-002 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANES: 6 6 6: 6: 7: 7: 7: 7: 8: 8: 8: 8: 9: 9: 9: 9: 10: 10: 10: 10: 11: 11: 11: 11: :00 AM :15 AM 30 AM :45 AM :00 AM :15 AM 30 AM 45 AM 00 AM 15 AM 30 AM 45 AM 00 AM 15 AM 30 AM 45 AM 00 AM 15 AM 30 AM 45 AM 00 AM 15 AM 30 AM 45 AM NL 1 NT 1 NR 0 SL 1 ST 1 SR 0 EL 1 ET 2 ER WL WT WR TOTAL 0 12 0 6 2 3 0 1 4 15 3 3 94 4 135 4 4 5 1 6 13 39 2 5 149 6 234 6 2 7 0 3 11 64 3 4 167 13 280 4 4 3 1 4 15 88 5 3 273 10 410 9 3 3 0 2 10 92 9 5 171 8 312 10 0 5 3 2 3 47 6 3 179 5 263 12 3 12 1 3 8 59 11 7 118 10 244 14 1 6 1 0 21 69 4 3 95 4 218 TOTAL VOLUMES = NL NT 65 19 NR 44 SL 7 ST 0 SR 21 EL 85 ET 473 ER 43 WL 33 WT 1246 WR 60 TOTAL 2096 AM Peak Hr Begins at: 730 AM PEAK VOLUMES = 29 9 18 4 0 11 39 291 23 15 790 36 1265 PEAK HR. FACTOR: 0.933 0.750 0.795 0.735 0.771 CONTROL: Signalized Intersection Turning Movement Prepared by: National Data & Surveying Services N-S STREET: Orion St E-W STREET: Faraday Ave DATE: 03/13/2008 DAY: THURSDAY LOCATION: City of Carlsbad PROJECT* 08-4085-002 LANES: NORTHBOUND NL 1 NT 1 NR 0 SOUTHBOUND SL 1 ST 1 SR 0 EASTBOUND EL 1 ET 2 ER 0 WESTBOUND WL 1 WT 2 WR 0 TOTAL 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 5 2 16 14 0 8 18 123 5 2 50 6 249 4:15 PM 13 2 11 9 0 11 17 120 4 3 51 1 242 4:30 PM 5 4 13 19 1 11 6 131 10 6 83 3 292 4:45 PM 11 3 19 11 0 14 19 135 3 6 67 7 295 5:00 PM 15 2 25 14 0 13 20 222 2 14 81 1 409 5:15 PM 5 0 21 10 0 9 14 189 6 5 81 5 345 5:30 PM 5 1 5 6 0 7 21 170 3 1 60 7 286 5:45 PM 7 2 14 6 1 7 13 102 0 2 42 1 197 6:00 PM 6:15 PM 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 66 16 124 89 2 80 128 1192 33 39 515 31 2315 PM Peak Hr Begins at: 430 PM PEAK VOLUMES = 36 9 78 54 1 47 59 677 21 31 312 16 1341 PEAK HR. FACTOR: 0.732 0.823 0.776 0.935 0.820 CONTROL: Signalized Intersection Turning Movement Prepared by: National Data & Surveying Services N-S STREET: El Camino Real E-W STREET: Faraday Ave DATE: 03/13/2008 DAY: THURSDAY LOCATION: City of Carlsbad PROJECT* 08-4085-001 NORTHBOUND SOUTHBOUND LANES: 6:00 AM 6:15 AM 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM EASTBOUND WESTBOUND NL 2 NT 3 NR 0 SL 2 ST 3 SR 0 EL 2 ET 0.5 ER 1.5 WL 1 WT 1 WR TOTAL 1 72 94 19 37 205 13 16 23 6 13 68 16 582 90 91 25 63 296 37 1 26 4 25 86 13 757 128 138 39 72 296 52 16 55 2 21 129 18 966 119 126 65 60 303 61 29 54 7 60 207 20 nil 112 98 61 46 315 61 4r 48 9 53 127 17 989 143 121 19 49 271 52 8 43 11 49 132 11 909 118 124 19 42 250 38 7 39 12 34 99 11 793 122 111 32 38 181 34 9 30 15 34 85 14 705 TOTAL VOLUMES = NL NT 904 903 NR 279 SL 407 ST 2117 SR 348 EL 128 ET 318 ER 66 WL 289 WT 933 WR 120 TOTAL 6812 AM Peak Hr Begins at: 730 AM PEAK VOLUMES = 502 483 184 227 1185 226 95 200 29 183 595 66 3975 PEAK HR. FACTOR: 0.943 0.966 0.818 0.735 0.894 CONTROL: Signalized Intersection Turning Movement Prepared by: National Data & Surveying Services N-S STREET: El Camino Real E-W STREET: Faraday Ave DATE: 03/13/2008 DAY: THURSDAY LOCATION: City of Carlsbad PROJECT* 08^085-001 LANES: 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL 2 NT 3 NR 0 SL 2 ST 3 SR 0 EL 2 ET 0.5 ER 1.5 WL 1 WT 1 WR 1 TOTAL 4:00 PM 56 228 37 22 118 5 26 107 76 47 40 38 800 4:15 PM 41 236 21 33 208 7 35 88 74 42 41 30 856 4:30 PM 37 267 22 22 183 14 31 91 106 47 33 56 909 4:45 PM 53 247 25 40 156 3 26 99 89 30 57 29 854 5:00 PM 46 298 19 45 148 13 34 172 132 64 60 43 1074 5:15 PM 43 245 22 40 163 4 30 148 103 48 43 50 939 5:30 PM 30 228 26 34 144 8 27 124 98 42 46 32 839 5:45 PM 36 253 15 28 141 10 16 72 64 21 24 34 714 6:00 PM 6:15 PM 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 342 2002 187 264 1261 64 225 901 742 341 344 312 6985 PM Peak Hr Begins at: 430 PM PEAK VOLUMES = 179 1057 88 147 650 34 121 510 430 189 193 178 3776 PEAK HR FACTOR: 0.912 0.949 0.785 0.838 0.879 CONTROL: Signalized Volumes for: Thursday, March 13, 2008 Location: Orion St btwn Orion Way Loop Rd AM Period NB SB EB WB Qty: Carisbad Project #: 08-4086-001 PM Period NB SB EB WB 00:00 0 00:15 0 00:30 0 00:45 0 1 2 0 0 0 12:00 12:15 12:30 12:45 8 9 H 21 34 55 01:00 0 01:15 0 01:30 0 01:45 0 0 0 0 0 1 13:00 13:15 13:30 13:45 22 11 18 7 9 45 67 02:00 0 02:15 0 02:30 0 02:45 0 14:00 14:15 14:30 14:45 5 3 5 0 13 12 12 18 8 50 63 03:00 0 03:15 0 03:30 0 03:45 0 15:00 15:15 15:30 15:45 10 15 20 12 21 66 78 04:00 0 04:15 0 04:30 0 04:45 0 11 16:00 16:15 16:30 11 16:45 33 27 26 ^^7t) 18,^^^4^ 109 05:00 0 05:15 0 05:30 1 05:45 6 1 0 3 0 4 17:00 17:15 17:30 11 17:45 1 25 13 13 6 57 68 06:00 3 06:15 4 06:30 6 06:45 13 6 2 4 26 14 26 52 18:00 18:15 18:30 18:45 21 13 9 16 59 64 07:00 07:15 07:30 07:45 10 0^ 3 ^7 0 02 19:00 19:15 19:30 48 19:45 24 25 08:00 9 08:15 3 08:30 9 08:45 10 31 11 20:00 A 20:15 Vc^ n 20:30 42 20:45 2 4 3 17 17 09:00 10 09:15 4 09:30 8 09:45 4 11 4 2 26 7 24 50 21:00 21:15 21:30 21:45 7 1 8 7 23 24 10:00 6 10:15 0 10:30 5 10:45 3 14 14 7 34 48 22:00 22:15 22:30 22:45 5 3 0 1 9 10 11:00 6 11:15 6 11:30 5 11:45 2 19 18 12 32 19 81 23:00 23:15 23:30 100 23:45 Total Vol. 155 219 374 93 NB 491 SB Daily Totals EB WB 584 Combined 248 710 958 AM PM 41.4% 58.6% 39.0% 15.9% 84.1% 61.0% 11:00 81 11:00 100 12:30 25 15:45 107 15:45 112 Existing AM Mon Jun 2, 2008 15:58:41 Carlsbad First Responders Facility Page 3-1 Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #1 El Camino Real/Faraday Avenue Cycle (sec): 100 Critical Vol./Cap.(X): 0.733 Loss Time (sec); 5 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 41 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 Control: Rights: Protected Include Protected Include Protected Include Protected Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 0 1 1 1 ' 0 1 1 0 Volume Module: Base Vol: 502 483 184 227 1185 226 95 200 29 183 595 66 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 : 502 483 184 227 1185 226 95 200 29 183 595 66 User Adj: 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 1.00 1.00 PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0 .89 0.89 0.89 0.89 PHF Volume: 562 540 206 254 1326 253 106 224 32 205 666 74 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 562 540 206 254 1326 253 106 224 32 205 666 74 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 FinalVolume : 562 540 206 254 1326 253 106 224 32 205 666 74 Saturation '. Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 . ,00 1.00 1.00 1 .00 Lanes: 2.00 2.17 0.83 2.O0 2.52 0.48 2.00 1 .00 1 . .00 1.00 1.80 0.20 Final Sat.: 3600 3910 1490 3600 4535 865 3600 1800 1800 1800 3241 359 Capacity Analysis Module: Vol/Sat: 0.16 0.14 0.14 0.07 0.29 0.29 0.03 0.12 0.02 0.11 0.21 0.21 Crit Moves: **** **** +*** **** Traffic 7.9.0415 (c) 2007 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Mon Jun 2, 2008 16:01:00 Page 3-1 Level Of Service Computation Report ICU l(Loss as Cycle Length %) Method (Base Volume Alternative) *********************************************************************************** Intersection #1 El Camino Real/Faraday Avenue *********************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.779 Loss Time (sec): 5 (Y+R=4.0 sec} Average Delay (sec/veh): xxxxxx Optimal Cycle: 48 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 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 1 0 2 C 1 2 1 0 2 1 D 0 1 1 1 1 0 1 1 0 Volume Module: Base Vol: 179 1057 88 14? 650 34 121 510 430 189 193 178 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1. .00 1.00 1.00 1 .00 1.00 1.00 1.00 Initial Bse : 179 1057 88 147 650 34 121 510 430 189 193 178 User Adj: 1.00 1.00 1.00 1.00 1.00 1. .00 1.00 1.00 1 .00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.88 0.88 0 .88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 204 1203 100 167 739 39 138 580 489 215 220 203 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 204 1203 100 167 739 39 138 580 489 215 220 203 PCE Adj: 1.00 1.00 1 .00 1. 00 1.00 1. .00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1, .00 1 .00 1.00 1.00 1.00 1.00 1.00 FinalVolume : 204 1203 100 167 739 39 138 580 489 215 220 203 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adj ustment: 1.00 1 . 00 1.00 1.00 1.00 1, .00 1 .00 1 .00 1.00 1 . 00 1.00 1.00 Lanes: 2.00 2.77 0.23 2.00 2.85 0, .15 2.00 1.00 1.00 1.00 1.04 0.96 Final Sat.: 3600 4985 415 3600 5132 268 3600 1800 1800 1800 1873 1727 Capacity Analysis Module: Vol/Sat: 0.06 0.24 0.24 0.05 0.14 0, ,14 0.04 0.32 0.27 0.12 0.12 0.12 Crit Moves: * * * * * * * * * * * * * * * * ******************************************************************************** Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Mon Jun 2, 2008 15:58:41 Carlsbad First Responders Facility Page 4-1 Level Of Service Computation Report ICU l{Loss as Cycle Length %) Method (Base Volume Alternative) *********•**********************************************«+***************** Intersection #2 Orion Street/Faraday Avenue ******************************************************************************** 100 Critical Vol./Cap.(X): 0.412 5 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx 20 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L-T-R L-T-R L-T-R L-T-R Cycle (sec) : Loss Time (sec) Optimal Cycle: Control: Rights: Protected Include Protected Include Protected Include Protected Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 1 0 0 1 0 1 0 0 1 0 1 ' 0 1 1 0 1 ' 0 1 1 0 1 Volume Module: 1 1 — 1 1 1 1 Base Vol: 29 9 18 4 0 21 39 291 23 15 790 36 Growth Adj: 1 .00 1 .00 1. .00 1.00 1. .00 1 .00 1.00 1.00 1 .00 1.00 1 .00 1.00 Initial Bse : 29 9 18 4 0 21 39 291 23 15 790 36 User Adj: 1 .00 1 .00 1. .00 1.00 1, .00 1. .00 1.00 1.00 1 .00 1.00 1.00 1 .00 PHF Adj: 0 . 77 0 .77 0. .77 0.77 0 , .77 0, .77 0.77 0.77 0 .77 0.77 0.77 0.77 PHF Volume: 38 12 23 5 0 27 51 377 30 19 1025 47 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 38 12 23 5 0 27 51 377 30 19 1025 47 PCE Adj: 1 .00 1 .00 1 , .00 1.00 1. .00 1, .00 1.00 1 .00 1 .00 1.00 1.00 1.00 MLF Adj: 1 .00 1 .00 1, ,00 1.00 1, .00 1. ,00 1.00 1.00 1 .00 1.00 1.00 1 .00 FinalVolume : 38 12 23 5 0 27 51 377 30 19 1025 47 Saturation 1 Flow Module: 1 I 1 1 1 Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adj ustment: 1 .00 1 .00 1. .00 1.00 1. ,00 1, ,00 1.00 1.00 1 .00 1.00 1.00 1.00 Lanes: 1 .00 0 .33 0, ,67 1.00 0. ,00 1. .00 1.00 1.85 0 .15 1.00 1 .91 0.09 Final Sat. : 1800 - 1 600 1200 1 1800 1 0 1800 1 1800 1 3336 264 1 1800 1 3443 157 Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.00 0.00 0.02 0.03 0.11 0.11 0.01 0.30 0.30 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Mon Jun 2, 2008 16:01:00 Page 4-1 Level Of Service Computation Report ICU l(Loss as Cycle Length %) Method (Base Volume Alternative) ************* + *******************************************ittit^^ + ^^^*^*^^^^j,^^^^. Intersection #2 Orion Street/Faraday Avenue *******************************************************^*^+^*^**^*^*^i^^^^^^^^^^ Cycle (sec): 100 Critical Vol./Cap.(X): 0.403 Loss Time (sec): 5 {Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 20 Level Of Service: A ******************************************************t**^++^^*^^^^**4.^^^^y^^^^^ Approach: North Bound South Bound East Bound West Bound Movement: L-T-R L-T-R L-T-R L-T-R Control: Rights: Protected Include Protected Include Protected Include Protected Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 1 0 0 1 0 1 0 0 1 0 1 ' 0 1 1 0 1 0 1 1 0 Volume Module: Base Vol: 36 9 78 54 1 47 59 677 21 31 312 16 Growth Adj: 1 .00 1 .00 1 .00 1.00 1 .00 1, .00 1.00 1.00 1 .00 1.00 1.00 1.00 Initial Bse 36 9 78 54 1 47 59 677 21 31 312 16 User Adj: 1 .00 1 .00 1. .00 1.00 1 .00 1. .00 1.00 1.00 1 .00 1.00 1.00 1 .00 PHF Adj: 0 .82 0 .82 0, .82 0.82 0 .82 0 . .82 0.82 0.82 0 .82 0.82 0.82 0.82 PHF Volume: 44 11 95 66 1 57 72 826 26 38 380 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 44 11 95 66 1 57 72 826 26 38 380 20 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 FinalVolume 44 11 95 66 1 57 72 826 26 38 380 20 Saturation : Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1 .00 1 .00 1. 00 1.00 1. ,00 1. 00 1.00 1.00 1 .00 1.00 1.00 1 .00 Lanes: 1 .00 0 .10 0. 90 1.00 0. .02 0. 98 1.00 1. 94 0 .06 1.00 1.90 0.10 Final Sat.: 1800 186 1614 1800 37 1763 1800 3492 108 1800 3424 176 Capacity Analysis Module: Vol/Sat: 0.02 0.06 0.06 0.04 0.03 0.03 0.04 0.24 0.24 0.02 0.11 0.11 Crit Moves: **** **** **** **** ******************************************************»***i. + ^i,^^^*^.^^^.^.4.^^^^^^^^ Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Mon Jun 2, 2008 15:58:41 Carlsbad First Responders Facility Page 5-1 Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) * + *****************************************************4,,^ti.+ ^*^+y^^i.^i.i.i.^^^^5l.^^. Intersection #3 El Camino Real/Cougar Drive **************************************************, Average Delay (sec/veh): 0.1 Worst Case Level Of Service: Ct 17.5] ********************************************,+ + Approach: North Bound South Bound East Bound West Bound Movement: L-T-R L-T-R L-T-R L-T-R Control: Rights: Lanes: Uncontrolled Include 0 0 2 0 1 Uncontrolled Include 0 0 2 0 1 Stop Sign Include 0 0 0 0 1 Stop Sign Include 0 0 0 0 1 Volume Module: Base Vol: Growth Adj: 1 Initial Bse: User Adj: 1 PHF Adj; 1 PHF Volume: Reduct Vol: FinalVolume: 0 613 15 0 1776 62 0 0 3 0 0 16 00 1.00 1 .00 1 .00 1.00 1, .00 1, .00 1. .00 1. .00 1, .00 1, .00 1, .00 0 613 15 0 1776 62 0 0 3 0 0 16 00 1.00 1, .00 1. .00 1.00 1 , ,00 1, ,00 1. .00 1. .00 1, .00 1, .00 1, ,00 00 1.00 1. .00 1, .00 1.00 1. ,00 1, ,00 1, .00 1, ,00 1, .00 1. .00 1, ,00 0 513 15 0 1776 62 0 0 3 0 0 16 0 0 0 0 0 0 0 0 0 0 0 0 0 613 15 0 1776 62 0 0 3 0 0 16 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 xxxxx xxxx 3.3 xxxxx xxxx 6.9 3.3 Capacity Module: Cnfliot Vol: xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx Move Cap.; xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 291 291 0.01 xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 307 695 695 0.02 xxxx xxxx xxxxx xxxx xxxx 0.0 xxxx 17.5 xxxxx xxxx xxxx Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx LOS by Move: ****i.***Q Movement: LT - LTR - RT LT ~ LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx Shared LOS ;** * ** * * * ApproachDel: xxxxxx xxxxxx 17.5 10.3 ApproachLOS: * * C B ********************************************************,*****«****>***^*v+*+*^^ Note: Queue reported is the number of cars per lane. **************************************************************************^.***.** 0.1 10.3 * * B LT - LTR - RT xxxx xxxx xxxxx xxxx xxxxx xxxx xxxxx Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Mon Jun 2, 2008 16:01:00 Page 5-1 Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #3 El Camino Real/Cougar Drive ******************************************************************************** Average Delay (sec/veh): 1.3 Worst Case Level Of Service: C[ 19.6] ******************************************************************************** North Bound L-T-R Approach: Movement: South Bound L-T-R East Bound L-T-R West Bound L-T-R Control: Rights: Lanes: Uncontrolled Include 0 0 2 0 1 Uncontrolled Include 0 0 2 0 1 Stop Sign Include 0 0 0 0 1 Stop Sign Include 0 0 0 0 1 Volume Module: Base Vol: Growth Adj: 1 Initial Bse: User Adj: 1 PHF Adj: 1 PHF Volume: Reduct Vol: FinalVolume: 0 1485 2 0 741 4 0 0 70 0 0 117 00 1.00 1, .00 1, .00 1.00 1, .00 1, .00 1. .00 1. .00 1 .00 1, .00 1.00 0 1485 2 0 741 4 0 0 70 0 0 117 00 1.00 1. ,00 1, .00 1.00 1 , .00 1, .00 1, .00 1, .00 1 .00 1, ,00 1.00 00 1.00 1, .00 1, .00 1.00 1. .00 1, .00 1, .00 1, .00 1 .00 1. .00 1.00 0 1485 2 0 741 4 0 0 70 0 0 117 0 0 0 0 0 0 0 0 0 0 0 0 0 1485 2 0 741 4 0 0 70 0 0 117 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 5.9 xxxxx xxxx 3.3 xxxxx xxxx 6.9 3.3 Capacity Module: Cnflict Vol: xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 371 632 632 0.11 xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 743 362 362 0.32 0.4 xxxx 11.4 xxxxx B Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx LOS by Move:** * ** * ** Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx Shared LOS: ************ ApproachDel: xxxxxx xxxxxx 11.4 19.6 ApproachLOS; * * B C ******************************************************************************** LT • xxxx xxxx 1.4 xxxx 19.6 * c • LTR - RT xxxx xxxxx xxxx xxxxx xxxx xxxxx Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project AM Mon Jun 2, 2008 16:01:34 Page 3-1 Level Of Service Computation Report ICU 1 (Loss as Cycle Length %) Method {Future Volume Alternative) ******************************************************************************** Intersection #1 El Camino Real/Faraday Avenue ******************************************************************************** 100 Critical Vol./Cap. (X) : 0.746 5 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx 43 Level Of Service: C ******************************************************************************** Cycle (sec) : Loss Time (sec) Optimal Cycle: Approach: Movement: North Bound L-T-R South Bound L-T-R East Bound L-T-R West Bound L-T-R Control: Rights: Protected Include Protected Include Protected Include Protected Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 ' 0 2 1 0 2 I 0 2 1 0 2 ' 0 0 1 1 1 1 0 1 1 0 Volume Module: Base Vol: 502 483 184 227 1185 226 95 200 29 183 595 66 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: 502 483 184 227 1185 226 95 200 29 183 595 66 Added Vol: 0 0 22 22 0 0 0 7 0 8 3 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 502 483 206 249 1185 226 95 207 29 191 598 66 User Adj: 1.00 1.00 1.00 1 .00 1.00 1.00 1 .00 1.00 1 .00 1.00 1.00 1 .00 PHF Adj: 0.89 0 .89 0.89 0.89 0.89 0.89 0.89 0.89 0 .89 0.89 0.89 0 .89 PHF Volume: 562 540 230 279 1326 253 106 232 32 214 669 74 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 562 540 230 279 1326 253 106 232 32 214 669 74 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 FinalVolume: 562 540 230 279 1326 253 106 232 32 214 • 669 74 Saturation Flow Module; Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adj ustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 1.00 1 .00 Lanes: 2.00 2.10 0.90 2.00 2.52 0.48 2.00 1 .00 1 .00 1.00 1.80 0 .20 Final Sat.; 3600 3785 1615 3600 4535 865 3600 1800 1800 1800 3242 358 Capacity Analysis Module: Vol/Sat: 0.16 0.14 0.14 0.08 0.29 .29 0.03 0.13 0.02 0.12 0.21 0.21 Crit Moves•**** **** **** **** ******************************************************************************** Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project PM Mon Jun 2, 2008 16:02:19 Page 3-1 Level Of Service Computation Report ICU 1 (Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 El Camino Real/Faraday Avenue ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.792 Loss Time (sec); 5 (Y+R=4.0 sec) Average Delay (sec/veh); xxxxxx Optimal Cycle; 50 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 Control: Rights: Protected Include Protected Include Protected Include Protected Include Min. Green; 0 0 0 0 0 0 0 0 0 0 0 0 Lanes; 2 0 2 1 0 2 0 2 1 0 2 ' 0 0 1 1 1 • 0 1 1 0 Volume Module: Base Vol: 179 1057 88 147 650 34 121 510 430 189 193 178 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1 .00 Initial Bse : 179 1057 88 147 650 34 121 510 430 189 193 178 Added Vol: 0 0 3 3 0 0 0 1 0 17 6 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 179 1057 91 150 650 34 121 511 430 206 199 178 User Adj; 1.00 1.00 1.00 1.00 1.00 1. .00 1.00 l-.OO 1 .00 1 .00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.88 0.88 0, .88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 204 1203 104 171 739 39 138 581 489 234 226 203 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 204 1203 104 171 739 39 138 581 489 234 226 203 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1. .00 1.00 1.00 1 .00 1. 00 1.00 1.00 MLF Adj: 1.00 1.00 1 .00 1.00 1.00 1, .00 1.00 1 .00 1 .00 1.00 1.00 1.00 FinalVolume : 204 1203 104 171 739 39 138 581 489 234 226 203 Saturation Flow Module; Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1 .00 1.00 1.00 1.00 1 .00 1. ,00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.76 0.24 2.00 2.85 0. 15 2.00 1.00 1.00 1.00 1.06 0.94 Final Sat.; 3600 4972 428 3600 5132 268 3600 1800 1800 1800 1900 1700 Capacity Analysis Module; Vol/Sat: 0.06 0.24 0.24 0.05 0.14 0.14 0.04 0.32 0.27 0.13 0.12 0.12 Crit Moves: **** •*** **** **** ******************************************************************************** Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project AM Mon Jun 2, 2008 16:01:34 Page 4-1 Level Of Service Computation Report ICU 1 (Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Orion Street/Faraday Avenue ******************************************************************************** 100 Critical Vol./Cap.(X): 0.461 5 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx 22 Level Of Service: A ******************************************************************************** Cycle (sec): Loss Time (sec) Optimal Cycle: Approach: Movement: North Bound L-T-R South Bound L-T-R East Bound L-T-R West Bound L-T-R Control; Rights: Protected Include Protected Include Protected Include Protected Include Min. Green; 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 1 D 0 1 0 1 0 1 1 0 1 0 1 1 0 Volume Module: Base Vol: 29 9 18 4 0 21 39 291 23 15 790 36 Growth Adj: 1 .00 1 .00 1.00 1.00 1.00 1 .00 1.00 1.00 1 .00 1.00 1.00 1 .00 Initial Bse 29 9 18 4 0 21 39 291 23 15 790 36 Added Vol: 0 14 0 3 5 10 50 0 0 0 0 7 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut 29 23 18 7 5 31 89 291 23 15 790 43 User Adj: 1 .00 1, .00 1.00 1.00 1.00 1 .00 1.00 1.00 1 .00 1.00 1.00 1.00 PHF Adj: 0 . 77 0, .77 0.77 0.77 0.77 0 . 77 0.77 0.77 0 .77 0.77 0.77 0.77 PHF Volume; 38 30 23 9 6 40 115 377 30 19 1025 56 Reduct Vol; 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 38 30 23 9 6 40 115 377 30 19 1025 56 PCE Adj: 1 .00 1, .00 1.00 1.00 1.00 1, .00 1.00 1.00 1 .00 1.00 1.00 1 .00 MLF Adj: 1 .00 1. .00 1 .00 1.00 1.00 1 , ,00 1.00 1.00 1 .00 1.00 1.00 1.00 FinalVolume 38 30 23 9 6 40 115 377 30 19 1025 56 Saturation 1 1 Flow Module; — 1 1 1 1 Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1 .00 1. ,00 1.00 1.00 1.00 1 , ,00 1.00 1.00 1 , .00 1.00 1.00 1 .00 Lanes: 1 .00 0. ,56 0.44 1.00 0. 14 0. ,86 1.00 1.85 0, .15 1.00 1. 90 0.10 Final Sat.; 1800 1010 -1 790 1 1800 250 1550 1 1800 1 3336 264 1 1800 3414 186 Capacity Analysis Module: Vol/Sat: 0.02 0.03 0.03 0.01 0.03 0.03 0.06 0.11 0.11 0.01 0.30 0.30 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Proj ect PM Mon Jun 2, 2008 16:02:19 Page 4-1 Level Of Service Computation Report ICU l{Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Orion Street/Faraday Avenue ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.408 Loss Time (sec); 5 (Y+R=4.0 sec) Average Delay (sec/veh); xxxxxx Optimal Cycle: 20 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L-T-R L-T-R L-T-R L-T-R Control; Rights: Protected Include Protected Include Protected Include Protected Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 1 0 0 1 0 1 1 0 0 1 0 1 1 0 1 1 0 1 0 1 1 0 1 Volume Module: - - [ 1 1 - 1 1 Base Vol: 36 9 78 54 1 47 59 677 21 31 312 16 Growth Adj: 1 .00 1.00 1 .00 1.00 1 .00 1 .00 1.00 1.00 1 .00 1.00 1.00 1 .00 Initial Bse 36 9 78 54 1 47 59 677 21 31 312 16 Added Vol: 0 2 0 6 11 22 6 0 0 0 0 1 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut 36 11 78 60 12 69 65 677 21 31 312 17 User Adj: 1 .00 1.00 1 .00 1.00 1 .00 1 .00 1.00 1.00 1 .00 1.00 1.00 1 .00 PHF Adj: 0 .82 0.82 0 .82 0.82 0 .82 0. .82 0.82 0.82 0 .82 0.82 0.82 0 .82 PHF Volume: 44 13 95 73 15 84 79 826 26 38 380 21 Reduct Vol; 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 44 13 95 73 15 84 79 826 26 38 380 21 PCE Adj; 1 .00 1.00 1 .00 1.00 1 .00 1, ,00 1.00 1.00 1 .00 1.00 1.00 1 .00 MLF Adj: 1 .00 1.00 1 .00 1.00 1 .00 1. ,00 1.00 1.00 1 .00 1.00 1.00 1 .00 FinalVolume 44 13 95 73 15 84 79 826 26 38 380 21 1 Saturation Flow Module: ' 1 1 ~~ I 1 Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1 .00 1.00 1 .00 1.00 1 .00 1, ,00 1.00 1.00 1 .00 1.00 1.00 1 .00 Lanes: 1 .00 0.12 0 .88 1.00 0 .15 0, ,85 1.00 1. 94 0 .06 1.00 1.90 0 .10 Final Sat.: 1800 _ 1 222 1578 1800 1 2 67 1533 1800 1 3492 108 I 1800 3414 186 Capacity Analysis Module: Vol/Sat: 0.02 0.06 0.06 0.04 0.05 0.05 0.04 0.24 0.24 0.02 0.11 0.11 Crit Moves; **** **** **** **** ******************************************************************************** Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project AM Mon Jun 2, 2008 16:01:34 Page 5-1 Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) **********************,*******»** + *******,*^ + ^^^^^^^^^^^^_^,^^^^^^^^_^^^^^^^^^_^^^^_^ Intersection #3 El Camino Real/Cougar Drive ********************* ***************^***^**^ + ^^^^^^^^^^^^^^^^^^^^_^^^^^^^^^_^^^^^_^ Average Delay (sec/veh): 0.1 Worst Case Level Of Service: C[ 17.7] ********** *******************^,*****^*^*^*^*^^*^^^^^^^^_^^^^^^^^^^^^^^^_^^^^^^^^^^^ Approach: North Bound South Bound East Bound West Bound Movement: L-T-R L-T-R L-T-R L-T-R Control; Rights: Uncontrolled Include Uncontrolled Include Stop Sign Include Stop Sign Include Lanes; 0 0 2 0 1 0 0 2 0 1 0 0 0 0 1 0 0 0 0 1 Volume Module: ' Base Vol; 0 613 15 0 1776 62 0 0 3 0 0 16 Growth Adj: 1 .00 1.00 1.00 1.00 1.00 1 .00 1 .00 1 .00 1 .00 1.00 1 .00 1 .00 Initial Bse: 0 613 15 0 1776 62 0 0 3 0 0 16 8 Added Vol; 0 0 0 0 22 0 0 0 0 0 0 16 8 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 613 15 0 1798 62 0 0 3 0 0 24 User Adj: 1 .00 1.00 1.00 1.00 1.00 1, .00 1 .00 1, ,00 1. ,00 1.00 1, .00 1. .00 PHF Adj; 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: 0 613 15 0 1798 62 0 0 3 0 0 24 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 613 15 0 1798 62 0 0 3 0 0 24 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 xxxxx xxxx 6.9 3.3 xxxxx xxxx 3.3 Capacity Module; Cnflict Vol: xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx Move Cap.; xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 899 286 286 0.01 xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 307 695 695 0.03 0 . 0 xxxx xxxx 17.7 xxxxx xxxx LT - LTR - RT XXXX xxxx xxxxx Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx LOS by Move:** * ** * ** Movement: LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS; ** * ** * +* * *^ ^ ApproachDel: xxxxxx xxxxxx 17,7 10.4 ApproachLOS: * * Q Q **********************************.*.*i*********^*^^^,^^^^^^^^^^^^^^^^^^^^^^^^^_^^^ Note; Queue reported is the number of cars per lane. ****************************************^**^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 0.1 10.4 * * B LT - LTR - RT xxxx xxxx xxxxx Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project PM Mon Jun 2, 2008 16:02:19 Page 5-1 Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) *******************************^*^***,^^^^^,^^^^^,^^^^^^^^^^_^^^^^^^^^^^^^^^^^^^^ Intersection #3 El Camino Real/Cougar Drive ******.*********^*^^,^^^^^^^^^^^^^^^^^^^^^^^^^^^^^_^^_^^^^^^^^^_^^^^^^^^^^^^^^^^^^^^ Average Delay (sec/veh); 1.5 Worst Case Level Of Service; C[ 20.6] ****************************^**..**^*^^^^^^^^^^^^^^^^^_^^^^^^^^^^_^^^^^^^^_^^^^ Approach: North Bound South Bound East Bound Movement; L-T-R L-T-R L-T-R ***** West Bound L-T-R Control: Rights: Lanes; Uncontrolled Include 0 0 2 0 1 Uncontrolled Include 0 0 2 0 1 Stop Sign Include 0 0 0 1 Stop Sign Include 0 0 0 0 1 Volume Module: Base Vol; Growth Adj: Initial Bse Added Vol: PasserByVol Initial Fut User Adj: PHF Adj; PHF Volume: Reduct Vol; FinalVolume 0 1485 2 0 741 4 0 0 70 0 0 117 1 .00 1.00 1 .00 1 .00 1. 00 1 .00 1 .00 1, ,00 1 .00 1. .00 1. .00 1.00 0 1485 2 0 741 4 0 0 70 0 0 117 0 0 0 0 3 0 0 0 0 0 0 17 0 0 0 0 0 0 0 0 0 0 0 0 0 1485 2 0 744 4 0 0 70 0 0 134 1, ,00 1.00 1 , ,00 1. .00 1.00 1, ,00 1. ,00 1. 00 1 .00 1. ,00 1. ,00 1.00 1, .00 1.00 1, ,00 1, .00 1.00 1. ,00 1. ,00 1. 00 1 .00 1. ,00 1. .00 1.00 0 1485 2 0 744 4 0 0 70 0 0 134 0 0 0 0 0 0 0 0 0 0 0 0 0 1485 2 0 744 4 0 0 70 0 0 134 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 xxxxx xxxx 6.9 3.3 xxxxx xxxx 3.3 Capacity Module: Cnflict Vol: xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx Move Cap.; xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 372 631 631 0.11 xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 743 362 362 0.37 0 . 4 xxxx xxxx 11.4 xxxxx xxxx Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx Control Del;xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx LOS by Move .•** * ** * ** Movement; LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: ** * ** * ** ^ ** * ApproachDel: xxxxxx xxxxxx 11.4 20.6 ApproachLOS; * * B C ************************************^*^^*^^.^^^^^^^^^^^^^^^^__^^^^^^^^^^^_^^^^^^_^^^ Note: Queue reported is the number of cars per lane. *******************************************^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^_^^^^^^^ LT - LTR - RT xxxx xxxx xxxxx 1.7 20.6 * * C LT - LTR - RT xxxx xxxx xxxxx Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA