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Home My WebLink About3811; El Camino Real Widening Traffic Analysis Report; El Camino Real Widening Traffic Analysis Report; 2006-04-20TRAFFIC ANALYSIS REPORT EL CAMINO REAL WIDENING City of Carlsbad, California April 20,2006 IB LLG Ref. 3-05-6291 IP m m m Prepared by: Kalyan Yellapu Transportation Engineer Under the Supervision of: John Boarman, P.E Principal Linscott, Law& Greenspan, Engineers 4542 Ruffner Street Suite 100 San Diego, CA 92111 858.300.8800 T 858.300.8810 F www.llgengineer5.com m m TABLE OF CONTENTS SECTION PAGE 1.0 Introduction 1 1.1 Study Area 1 2.0 Existing Conditions 4 2.1 Street Network 4 2.2 Existing Traffic Volumes 4 3.0 Year 2030 Traffic Volume Forecast 7 3.1 Year 2030 Traffic Volumes - El Camino Real / Tamarack Avenue intersection 7 3.2 Year 2030 Traffic Volumes - El Camino Real / Chestnut Avenue intersection 7 4.0 Analysis Approach and Methodology 9 5.0 Analysis of Existing Operations 10 5.1 Intersections 10 6.0 Year 2030 Analysis 12 6.1 Intersections 12 7.0 Recommended Improvements 14 7.1 Intersection Improvements 14 7.1.1 El Camino Real / Chestnut Avenue 14 7.1.2 El Camino Real / Tamarack Avenue 14 APPENDICES APPENDIX A. Intersection and Segment Count Sheets B. Signal Designs C. Existing Intersection HCM Calculation Sheets D. Year 2030 (without improvements) Signalized HCM Calculation Sheets E. Year 2030 (with improvements) Signalized HCM Calculation Sheets F. Excerpts firom RBF Corridor Traffic Study UNSCon, Uw& GREEMSPAN, engineers LLG Ref. 3-05-6291 El Camino Real Widening Traffic Study [.:ifi:91\Traffic SPac[y.Report\6291 4-20-'36.doc LIST OF FIGURES SECTION—FiGURE# PAGE Figure 1-1 Vicinity Map 2 Figure 1-2 Project Location 3 Figure 2-1 Existing Conditions Diagram 5 Figure 2-2 Existing Traffic Volumes - AM/PM Peak Hour & ADT 6 Figure 3-1 Forecasted Year 2030 Traffic Volumes 8 Figure 7-1 Proposed Condition Diagram 16 LIST OF TABLES SECTION—TABLE # PAGE Table 5-1 Existing Intersection Operations 10 Table 5-2 AM Peak Hour Intersection Queue Lengths (95th Percentile) 11 Table 5-3 PM Peak Hour Intersection Queue Lengths (95th Percentile) 11 Table 6-1 Year 2030 Intersection Operations 12 Table 6-2 Year 2030 AM Peak Hour Intersection Queue Lengths (95th Percentile) 13 Table 6-3 Year 2030 PM Peak Hour Intersection Queue Lengths (95th Percentile) 13 Table 7-1 Year 2030 El Camino Real / Tamarack Avenue Intersection (With Improvements) Operations 14 Table 7-2 Year 2030 El Camino Real / Tamarack Avenue (With Improvements) AM and PM Peak Hour Intersection Queue Lengths (95th Percentile) 15 LiNSCon, Uw & GREENSPAN, engineers LLG Ref. 3-05-6291 El Camino Real Widening Traffic Study TRAFFIC OPERATIONS REPORT EL CAMINO REAL WIDENING City of Carlsbad, California April 20, 2006 1.0 INTRODUCTION Linscott, Law & Greenspan Engineers (LLG) has been retained to prepare a traffic analysis report for the El Camino Real Widening project in the City of Carlsbad. The purpose of this report is to analyze the operations at two key intersections along El Camino Real for the existing and Year 2030 traffic conditions. The analysis will identify the roadway improvements, which are necessary at key intersections to achieve acceptable Levels of Service (LOS D). Figure 1-1 shows the general vicinity ofthe project and Figure 1-2 shows a more detailed project area map. 1.1 Study Area The scope of the study area was developed in coordination with the City of Carlsbad and LLG's working knowledge of the local transportation system. The study area for this project includes the following two intersections along El Camino Real: 1) El Camino Real / Chestnut Avenue 2) El Camino Real / Tamarack Avenue LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-05-6291 El Camino Real Widening Traffic Study L ••'jJ^^r-rratl-c Sludy-Report <pj?\ 4-:(>'i'^ft doc RIVERSIDE COUNTY SAN DIEGO COUNTT WARNER SPRINGS a5 SOURCE: UJG Engineers. 2005 II.G6291 nG1-1.DWG LINSCOTT LAW & GREENSPAN Figure 1-1 Vicinity Map engineers > 1 n I iaft-> I Source: Thomos Guide, U.G6291 nG1-2.DWG NOTTO SCALE LINSCOTT LAW a GREENSPAN engineers Figure 1-2 Project Area Map El Camino Real Widening HI 2.0 EXISTING CONDITIONS Effective evaluation ofthe traffic operations reqtiires an understanding ofthe existing transportation system in the project study area. Existing transportation conditions in the study area include roadway geometries, traffic control, and peak period/daily traffic flow. 2.1 Street Network The principal roadways in the project study area are described briefly below. The description includes the physical characteristics, adjacent land uses, and intersection traffic control. Figure 2-1 illustrates existing transportation conditions. El Camino Real is classified as a Prime Arterial in the City of Carlsbad Circulation Plan. It is a four-lane divided roadway between Chestnut Avenue and Tamarack Avenue. The posted speed limit is 55 mph within the project area and bus stops and bike lanes are provided. Curbside parking is prohibited. Chestnut Avenue is not classified in the City of Carlsbad Circulation Plan. Chestnut Avenue currently provides one travel lane in each direction. The posted speed limit is 35 mph west of El Camino Real and 30 MPH east of El Camino Real. Tamarack Avenue is classified as a Secondary Arterial/Collector in the City of Carlsbad Circulation Plan. Tamarack Avenue currently provides two travel lanes in each direction. The posted speed limit is 35 mph west of El Camino Real and 45 MPH east of El Camino Real. Bike lanes, curbs, gutters, and sidewalks are provided and parking is prohibited. 2.2 Existing Traffic Volumes Existing weekday AM and PM peak hour traffic volumes were collected at the study intersections to capture peak commuter activity. The peak hoiu^ manual turning movement counts were conducted in December 2005, while schools were in session. Counts were conducted during both AM (7:00-9:00) and PM (4:00-6:00) peak periods. Segment counts in the vicinity of the project area were obtained firom City of Carlsbad. AM peak hour counts were counted again in February 2006 to revaluate the traffic volumes used in the traffic study. Appendix A contains the intersection and segment count sheets. Figure 2-2 depicts the peak hoiu" intersection turning movement and segment volumes at the study area intersections and segments. LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-05-6291 El Camino Real Widening Traffic Study L-\5:^ll\TrEiffic Sludy\Re(»rt\6291 4-20-(>6.ck-K: LEGEND lot — Traffic Signal BS - Bus Stop 4D — Four tane divided roodwoy REV. 12/15/05 U.G62gi nG2-1.[)WG NOFITH NOTTO SCALE m LINSCOTT LAW a GREENSPAN Figure 2-1 Existing Conditions Diagram engineers El Camino Real Widening IM HI m m m m m m m NOTES: — ACfTs are shown midblock — AM/PM peak hour volumes are shown at the Intersections REV. 12/15/05 LLJG6291 n62-2.DWG NOT TO SCALE LINSCOTT LAW & GREENSPAN engineers 6 Figure 2-2 Existing Traffic Volumes AM/PM Peak Hours & ADT El Camino Real Widening li m m m 3.0 YEAR 2030 TRAFFIC VOLUME FORECAST 3.1 Year 2030 Traffic Volumes - El Camino Real / Tamarack Avenue intersection The Traffic Impact Fee (TIF) corridor traffic study prepared by RBF forecasted traffic voliunes at the El Camino Real / Tamarack Avenue intersection. These volumes were utilized in this report. Appendix F contains excerpts from the study with the 2030 forecasted volumes. Figure 3-1 illustrates forecasted 2030 traffic volumes. 3.2 Year 2030 Traffic Volumes - El Camino Real / Chestnut Avenue intersection The SANDAG 2030 Combined North County Model ADT volumes and the El Camino Real / Tamarack Avenue intersection (Year 2030 TIF) volumes were utilized to forecast the Year 2030 traffic volumes for the El Camino Real / Chestnut Avenue intersection. The forecast ADT volumes were used to calculate peak hoiu: volumes based partially on the existing relationship between ADT and peak hoiu* volumes. The forecast volumes were then checked for consistency between the intersections and the through volumes on El Camino Real were revised accordingly. Figure 3-1 illustrates forecasted 2030 traffic volumes. ll LiNSCon, LAW & GREENSPAN, engineers LLG Ref. 3-05-6291 El Camino Real Widening Traffic Study L:\6291\Traflic SludyiReporl\6:91 •J-20-ti6.doc li pi ii m m m n NOTES: — ADTs are shown midblock - AM/PM peak hour volumes are shown at the intersections REV. 12/15/05 UJ66291 nG3-1.DWG NOTTOSCy\LE engineers 8 Figure 3-1 Forcasted 2030 Traffic Volumes MA/PM Peak Hours & ADT El Camino Real Widening IP il n m d 4.0 ANALYSIS APPROACH AND METHODOLOGY Level of Service (LOS) is the term used to denote the different operating conditions which occur on a given roadway facility under various traffic volume loads. It is a qualitative measure used to describe a quantitative analysis taking into account factors such as roadway geometries, signal phasing, speed, travel delay, freedom to maneuver, and safety. Level of Service provides an index to the operational qualities of a roadway facility. Level of Service designations range from A to F, with LOS A representing the best operating conditions and LOS F representing the worst operating conditions. Additional categories of LOS F have been developed to identify varymg degrees of congestion on freeway facilities. The "measures of effectiveness" (MOEs) represented by the Level of Service designation are reported differently for signahzed intersections, roadway segments, freeway segments, freeway merge and freeway diverge locations. p Signalized intersections were analyzed under AM and PM peak hour conditions. Average vehicle delay was determined utilizing the methodology found in Chapter 16 of the 2000 Highway Capacity Manual (HCM), with the assistance of the Synchro (version 6) computer software. The delay values (represented in seconds) were qualified with a corresponding intersection Level of Service (LOS). il LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-05-6291 El Camino Real Widening Traffic Study L-\6^PlVfratSc Sludy\Repor(\629i 4-20-06.doc 5.0 ANALYSIS OF EXISTING OPERATIONS 5.1 Intersections Intersection capacity analyses were conducted for the study mtersections under existing conditions. Figure 3-1 illustrates the intersection lane configurations utilized in the analysis. Appendix B contains the signal design sheets for the study intersections, which were used in the intersection analysis. Appendix C contains the intersection calculation worksheets. Table 5-1 summarizes the existing signalized intersections level of service. As seen in Table 5-1, both intersections are calculated to currently operate at LOS D or better during both the AM and PM peak hours except the following: • El Camino Real / Tamarack Avenue (LOS E during AM peak hour, when using the HCM methodology) ii ip il TABLE 5-1 EXISTING INTERSECTION OPERATIONS Intersection Control Type Peak Hour Existing Intersection Control Type Peak Hour Delay" LOS'' El Camino Real / Chestnut Ave. Signal AM 22.7 C El Camino Real / Chestnut Ave. Signal PM 13.9 B EI Camino Real / Tamarack Ave. Signal AM 68.0 E EI Camino Real / Tamarack Ave. Signal PM 43.6 D Footnotes: a. Average delay expressed in seconds per vehicle. b. Level of Service. c. Delay and LOS worse than LOS D shown in bold. SIGNALIZED DELAY/LOS THRESHOLDS Delay LOS 0.0 < 10.0 A 10.1 to 20.0 B 20.1 to 35.0 C 35.1 to 55.0 D 55.1 to 80.0 E > 80.1 F Table 5-2 summarizes the calculated AM peak hour queue length for the two intersections. Table 5-3 summarizes the calculated PM peak hour queue length for the two intersections. LINSCOTT, LAW & GREENSPAN, engineers 10 LLG Ref. 3-05-6291 El Camino Real Widening Traffic Study TABLE 5-2 AM PEAK HOUR INTERSECTION QUEUE LENGTHS (95TH PERCENTILE) m m m m m m m m Intersection Direction Movement Queue (feet) Intersection Direction Left Thru Right El Camino Real / Chestnut Ave. Northboimd 140 30 El Camino Real / Chestnut Ave. Westbound 140 El Camino Real / Chestnut Ave. Southbound 30 190 El Camino Real / Chestnut Ave. Eastbound 120 20 El Camino Real / Tamarack Ave. Northbound 220 180 40 El Camino Real / Tamarack Ave. Westbound 620 140 El Camino Real / Tamarack Ave. Southbound 60 720 30 El Camino Real / Tamarack Ave. Eastbound 70 190 300 TABLE 5-3 PM PEAK HOUR INTERSECTION QUEUE LENGTHS (95TH PERCENTILE) General Notes: » Queue lengths rounded to nearest 10 feet. Intersection Direction Movement Oueue (feet) Intersection Direction Left Thru Right El Camino Rea! / Chestnut Ave. Northbound 100 170 El Camino Rea! / Chestnut Ave. Westbound 60 El Camino Rea! / Chestnut Ave. Southbound 50 80 El Camino Rea! / Chestnut Ave. Eastboimd 100 20 Ei Camino Real / Tamarack Ave. Northbound 180 750 90 Ei Camino Real / Tamarack Ave. Westbound 110 70 Ei Camino Real / Tamarack Ave. Southbound 40 200 30 Ei Camino Real / Tamarack Ave. Eastbound 50 160 30 LiNSCon, LAW & GREENSPAN, engineers 11 LLG Ref. 3-05-6291 El Camino Real Widening Traffic Study L:'420!Mraffk; ,Stiitij\RqxjTt\6?91 4-20-06.doc m 6.0 YEAR 2030 ANALYSIS 6.1 Intersections Intersection capacity analyses were conducted for the study intersections for Year 2030. Existing geometry was used in the Year 2030 analysis. Appendix D contains the intersection calculation worksheets. Table 6-1 summarizes the Year 2030 intersections level of service. As seen in Table 6-1, both intersections are calculated to currently operate at LOS D or better during both the AM and PM peak hours except the following: • El Camino Real / Tamarack Avenue (LOS F during AM and LOS E during PM peak hoiu:) IW li li TABLE 6-1 YEAR 2030 INTERSECTION OPERATIONS Intersection Peak Hour Existing 2030 Intersection Peak Hour Delay" LOS" Delay LOS El Camino Real / Chestnut Ave. AM 22.7 C 35.7 D El Camino Real / Chestnut Ave. PM 13.9 B 18.6 B El Camino Real / Tamarack Ave. AM 68.0 E MOO F El Camino Real / Tamarack Ave. PM 43.6 D 84.4 F •I Footnotes: a. Average delay expressed in seconds per vehicle. b. Level of Service. c. Delay and LOS worse tiian LOS D shown in bold. SIGNALIZED DELAY/LOS THRESHOLDS Delay 0.0 < 10.0 10.1 lo 20.0 20.1 to 35.0 35.1 to 55.0 55.1 to 80.0 > 80.1 LOS A B C D E F Table 6-2 summarizes the calculated AM peak hour queue length for the 2030 intersections. Table 6-3 summarizes the calculated PM peak hour queue length for the 2030 intersections. LiNSCon, LAW & GREENSPAN, engineers 12 LLG Ref. 3-05-6291 EI Camino Real Widening Traffic Study L:'.62f>l\Traffic Sliidy\Rcpoil\63P1 4-20-06,(toc il TABLE 6-2 YEAR 2030 AM PEAK HOUR INTERSECTION QUEUE LENGTHS (95TH PERCENTILE) Intersection Direction Existing Movement Queue (feet) 2030 Movement Queue (without improvements) (feet) Intersection Direction Left Thru Right Left Thru Right El Camino Real / Chestnut Ave. NB 140 30 280 200 El Camino Real / Chestnut Ave. WB 140 260 El Camino Real / Chestnut Ave. SB 30 190 40 440 El Camino Real / Chestnut Ave. EB 120 20 300 50 El Camino Real / Tamarack Ave. NB 220 180 40 390 1010 60 El Camino Real / Tamarack Ave. WB 620 140 700 90 El Camino Real / Tamarack Ave. SB 60 720 30 80 1410 20 El Camino Real / Tamarack Ave. EB 70 190 300 80 200 550 ii IR •I m m m m TABLE 6-3 YEAR 2030 PM PEAK HOUR INTERSECTION QUEUE LENGTHS (95TH PERCENTILE) Intersection Direction Existing Movement Queue (feet) 2030 Movement Queue (without improvements) (feet) Intersection Direction Uft Thru Right Left Thru Right E! Camino Real / Chestout Ave. NB 100 170 190 230 E! Camino Real / Chestout Ave. WB 60 80 E! Camino Real / Chestout Ave. SB 50 80 70 310 E! Camino Real / Chestout Ave. EB 100 20 150 30 El Camino Real / Tamarack Ave. NB 180 750 90 1110 880 170 El Camino Real / Tamarack Ave. WB 110 70 360 190 El Camino Real / Tamarack Ave. SB 40 200 30 100 1090 40 El Camino Real / Tamarack Ave. EB 50 160 30 80 350 130 General Notes: • Queuelengthsrounded to nearest 10 feet. Ik LINSCOTT, LAW & GREENSPAN, engineers 13 LLG Ref. 3-05-6291 El Camino Real Widening Traffic Study l./\62«ITifiiTicSludyR(poH'6;01 4-:Ct.0fi.tloi: m m m m m 7.0 RECOMMENDED IMPROVEMENTS 7.1 Intersection Improvements A review of Table 6-1 indicates that additional improvements are required to have the intersections operate at acceptable LOS D or better for Year 2030. Year 2030 recommended intersection improvements are illustrated on Figure 7-1. The following is a summary ofthe recommended intersection geometric and operational unprovements. 7.1.1 Bl Camino Real/Chestnut Avenue The intersection is projected to operate at LOS D for Year 2030 and no intersection improvements are required. 7.1.2 El Camino Real / Tamarack Avenue The intersection is projected to operate at LOS F for Year 2030 (without improvement). Based on the analysis, the following intersection geometric and operational improvements are recommended: • Provide additional northbound and southbound thru lanes on El Camino Real; • Provide additional northboimd left -turn lane on El Camino Real; Table 7-1 summarizes the Year 2030 (with improvements) EI Camino Real / Tamarack Avenue intersection's level of service. Appendix E contains the intersection calculation worksheets. TABLE 7-1 YEAR 2030 EL CAMINO REAL/ TAMARACK AVENUE INTERSECTION (WITH IMPROVEMENTS) OPERATIONS Intersection Control Type Peak Hour Year 2030 Intersection Control Type Peak Hour Delay* LOS** El Camino Real / Tamarack Ave. Signal AM 50.4 D El Camino Real / Tamarack Ave. Signal PM 31.8 C Footnotes: a. Average delay expressed in seconds per vehicle. b. Level of Service. Table 7-2 summarizes the Year 2030 (with improvements) El Camino Real / Tamarack Avenue intersection's queue lengths. LINSCOTT, LAW & GREENSPAN, engineers 14 LLG Ref. 3-05-6291 EI Camino Real Widening Traffic Study L:\6291\Ti-affic StttdyiBeport\6291 4-20-06.doc •1 TABLE 7-2 YEAR 2030 EL CAMINO REAL/ TAMARACK AVENUE (WITH IMPROVEMENTS) AM AND PM PEAK HOUR INTERSECTION QUEUE LENGTHS (95TH PERCENTILE) Time Period Direction Movement Queue (feet) Time Period Direction Left Thru Right AM Peak Hour Northbound 160 560 50 AM Peak Hour Westbound 540 70 AM Peak Hour Southbound 30 670 AM Peak Hour Eastbound 70 160 460 PM Peak Hour Northbound 350 480 90 PM Peak Hour Westbound 250 130 PM Peak Hour Southbound 40 210 PM Peak Hour Eastbound 60 210 60 General Notes: • Queue lengths rounded to nearest 10 feet. m m m m m m m m m m m m IM LiNscon, LAW & GREENSPAN, engineers 15 LLG Ref 3-05-6291 El Camino Real Widening Traffic Study LEGEND — Traffic Slgnol BS - Bus Slop 4D - Four lane divided roodwoy RTOL- Right-turn Overlop —fi— Existing Lone Configurotlon —Proposed Lane Configuration REV. 12/15/05 aC6291 FfG7-1.DWG NOffTH NOT TO SCALE LINSCOTT LAW & GRfENSPAN engineers Figure 7-1 Proposed Conditions Diagram 16 El Camino Real Widening LINSCOTT LAW & GREENSPAN TECHNICAL APPENDICES EL CAMINO REAL WIDENING City of Carlsbad, California April 20,2006 m m LLG Ref. 3-05-1552 Hi m m m m Ml Prepared by: Under the Supervision of: Unscott Law & Kalyan Yellapu John Boarman. P. E. f T 1- r- . .. „ . . . 4542 Ruffner Street Transportation Engineer II Principal suite loo San Diego, CA 92111 858.300.8800 T 858.300.8810 F www.llgengireers.com Acronyms/Abbreviations LLG: Linscott, Law & Greenspan Engineers TIF: The Traffic Impact Fee ADT: Average Daily Traffic LOS: Level of Service MCE: Measures of effectiveness m m m m m m m m m m APPENDIX A INTERSECTION AND SEGMENT COUNT SHEETS LLG Ref. 3-05-6291 El Camino Real Widening Traffic Study C; Prr:|ccTafl.''/! Kepoii A|:pi;ii.li.\,doc •I LiNSCon, LAWS GREENSPAN, engineem il VI Ki m M m M mm m mm mm ei ti si ti ii ii ti ii ii ii Counted By: Emp. #08 & #09 Location: El Camino Real & Chestnut Avenue El Camino Real Southbound Linscott Law & Greenspan 4542 Ruffner Street, Suite 100, San Diego, CA 92111 Start Date: 12/07/2005 File Name: 503-01-1 Chestnut Avenue Westbound El Camino Real Northbound Chestnut Avenue Eastbound Start Left U-Tum Thru Right Fed Left Thru Right Fed Left U-Tum Thru Right Fed Left Thru Right Fed Interval Time Right Total 7:00 6 0 301 34 0 4 84 6 0 78 1 57 1 0 iO 18 44 0 644 7:15 6 2 295 48 0 8 70 U 0 64 0 62 2 0 22 36 59 0 685 7:30 5 0 312 28 0 5 37 14 0 18 0 64 2 0 26 42 42 0 595 7:45 7 0 304 25 0 9 21 5 0 17 0 76 2 0 22 21 12 0 521 Total 24 2 1212 135 0 26 212 36 0 177 1 259 7 0 80 117 157 0 2445 8:00 8 1 214 27 0 3 8 3 0 12 0 73 1 0 24 11 11 0 396 8:15 7 0 206 17 0 6 21 4 0 13 0 76 4 0 24 19 12 1 410 8:30 3 0 185 12 0 5 9 5 0 5 0 59 4 0 12 21 12 0 332 8:45 2 0 135 17 0 7 14 7 2 9 0 80 3 0 12 10 13 0 311 Total 20 1 740 73 0 21 52 19 2 39 0 288 12 0 72 61 48 1 1449 Grand Total 44 3 1952 208 0 47 264 55 2 216 I 547 19 0 152 178 205 1 3894 Approach% 2.0 0.1 88.4 9.4 -12.8 71.7 14.9 0.5 27.6 0.1 69.9 2.4 -28.4 33.2 38.2 0.2 TotaI% 1.1 0.1 50.1 5.3 -1.2 6.8 1.4 0.1 5.5 0.0 14.0 0.5 -3.9 4.6 5.3 0.0 Peak hour analysis for the period 07:00 to 07:45 Volume 24 2 1,212 135 -26 212 36 -177 1 259 7 -80 117 157 -2,445 Approach% 1.7 0.1 88.3 9.8 -9.5 77.4 13.1 -39.9 0.2 58.3 1.6 -22.6 33.1 44.4 - Total% 1.0 0.1 49.6 5.5 -1.1 8.7 1.5 -7.2 0.0 10.6 0.3 -3.3 4.8 6.4 - PHF 0.98 0.73 0.81 0.76 Report Generated by "Turning Point Traffic Service" all rights reserved fiiiiifiiiriririitfifiriiiviiiiiiiii I 1 Counted By: Emp. #08 & #09 Location: El Camino Real & Chestnut Avenue El Camino Real Southbound Linscott Law & Greenspan 4542 Ruffiier Street, Suite 100, San Diego, CA 92111 Start Date: 12/07/2005 File Name: 503-01-2 Chestnut Avenue Westbound El Camino Real Northbound Chestnut Avenue Start Left U-Tum Thru Right Fed Left Thru Right Fed Left U-Tum Thru Right Ped Left Thru Right Ped Interval Time Right Right Total 16:00 16 0 147 10 0 3 12 8 0 25 0 278 0 0 12 37 21 0 569 16:15 7 0 129 24 0 4 20 4 2 50 0 291 9 0 11 29 12 0 592 16:30 20 3 135 32 0 6 21 13 0 29 0 278 6 0 13 38 11 0 605 16:45 16 0 121 24 0 5 16 7 0 37 0 321 • 14 0 5 39 21 0 626 Total 59 3 532 90 0 18 69 32 2 141 0 1168 29 0 41 143 65 0 2392 17:00 13 1 116 14 0 1 14 7 0 38 0 290 2 0 11 30 7 0 544 17:15 14 1 107 19 0 6 18 10 1 28 0 356 4 0 13 23 6 0 606 17:30 12 2 107 16 0 2 15 6 0 25 0 296 4 0 11 29 10 0 535 17:45 13 0 108 23 0 1 22 9 0 18 0 249 4 0 10 26 11 0 494 Total 52 4 438 72 0 10 69 32 1 109 0 1191 14 0 45 108 34 0 2179 Grand Total 111 7 970 162 0 28 138 64 3 250 0 2359 43 0 86 251 99 0 4571 Approach% 8.9 0.6 77.6 13.0 -12.0 59.2 27.5 1.3 9.4 -89.0 1.6 19.7 57.6 22.7 _ Total% 2.4 0.2 21.2 3.5 -0.6 3.0 1.4 0.1 5.5 -51.6 0.9 -1.9 5.5 2.2 - Peak hour analysis for the period 16:00 to 16:45 Volume 59 3 532 90 -18 69 32 2 141 -1,168 29 _ 41 143 65 _ 2,392 Approach% 8.6 0.4 77.8 13.2 -14.9 57.0 26.4 1.7 10.5 -87.3 2.2 -16.5 57.4 26.1 _ Total% 2.5 0.1 22.2 3.8 -0.8 2.9 1.3 0.1 5.9 -48.8 1.2 1.7 6.0 2.7 _ FHF 0.90 0.76 0.90 0.89 Report Generated by "Turning Point Traffic Service" all rights reserved r 1 R 1 VI • 1 mm mm mm mm m M V i K i • i i i I I I I I I I I I Counted By: Emp. #01 & #04 Location: El Camino Real & Taramack Avenue El Camino Real Southbound Linscott Law & Greenspan 4542 Ruffiier Street, Suite 100, San Diego, CA 92111 Start Date: 12/07/2005 File Name: 503-02-1 Taramack Avenue Westbound El Cammo Real Taramack Avenue Start Left U-Tum Thm Right Fed Left Thru Right Ped Left U-Tum Thru Right Ped Left Thm Right Ped Interval Time Right Total 7:00 4 0 265 5 0 73 63 13 0 27 0 125 15 0 3 20 26 0 639 7:15 7 0 391 10 0 102 63 10 0 31 0 109 13 0 21 35 75 0 867 7:30 9 0 345 13 5 103 73 3 0 25 0 75 17 0 9 51 93 3 824 7:45 2 0 297 34 7 134 53 4 0 20 6 92 44 0 9 36 84 5 827 Total 22 0 1298 62 12 412 252 30 0 103 6 401 89 0 42 142 278 8 3157 8:00 3 0 246 13 3 85 42 6 0 9 0 82 24 0 13 29 55 2 612 8:15 3 0 222 4 0 60 38 1 0 11 0 98 14 1 11 20 35 0 518 8:30 0 0 203 10 0 40 27 3 0 12 0 79 14 1 2 24 29 0 444 8:45 4 0 178 6 0 32 24 0 0 14 0 118 10 0 8 19 19 0 432 Total 10 0 849 33 3 217 131 10 0 46 0 377 62 2 34 92 138 2 2006 Grand Total 32 0 2147 95 15 629 383 40 0 149 6 778 151 2 76 234 416 10 5163 Approach% 1.4 -93.8 4.2 0.7 59.8 36.4 3.8 -13.7 0.6 71.6 13.9 0.2 10.3 31.8 56.5 1.4 Total% 0.6 -41.6 1.8 0.3 12.2 7.4 0.8 -2.9 0.1 15.1 2.9 0.0 1.5 4.5 8.1 0.2 Peak hour analysis for the period 07:00 to 07:45 Volume 22 -1,298 62 12 412 252 30 -103 6 401 89 -42 142 278 8 3,157 Approach% 1.6 -93.1 4.4 0.9 59.4 36.3 4.3 -17.2 1.0 66.9 14.9 -8.9 30.2 59.1 1.7 Total% 0.7 -41.1 2.0 0.4 13.1 8.0 1.0 -3.3 0.2 12.7 2.8 -1.3 4.5 8.8 0.3 PHF 0.85 0.91 0.90 0.75 Report Generated by "Turning Point Traffic Service" all rights reserved il VI tl ffl II 11 11 II II II II II II II II li II II II Counted By: Emp. #01 & #04 Location: El Camino Real & Taramack Avenue Linscott Law & Greenspan 4542 Ruffiier Street, Suite 100, San Diego, CA 92111 Start Date: 12/07/2005 File Name: 503-02-2 EIC S( !)amino )uthbou R.eal tid Taramack Avenue Westbound El Camino Real Northbound Taramack Avenue Eastbound Start Time Left U-Tum Thm Right Fed Left Thm Right Fed Left U-Tum Thm Right Ped Left Thm Right Ped Interval Total 16:00 4 0 136 4 0 19 27 2 0 25 0 316 38 2 10 34 17 1 635 16:15 2 0 122 11 1 19 30 3 0 36 0 293 44 0 7 32 11 0 611 16:30 5 0 133 18 0 15 24 4 0 40 0 319 34 0 8 37 11 0 648 16:45 4 0 136 8 0 25 41 8 0 38 0 384 50 0 6 48 24 0 772 Total 15 0 527 41 1 78 122 17 0 139 0 1312 166 2 31 151 63 1 2666 17:00 6 0 144 6 0 22 39 3 0 38 0 332 57 0 11 32 20 0 710 17:15 9 0 123 12 2 16 21 9 0 51 0 397 90 0 3 35 11 0 779 17:30 4 0 91 8 0 24 31 7 0 38 0 336 64 0 9 44 8 0 664 17:45 7 0 99 13 2 22 31 8 0 27 0 260 46 0 7 43 10 0 575 Total 26 0 457 39 4 84 122 27 0 154 0 1325 257 0 30 154 49 0 2728 Grand Total 41 0 984 80 5 162 244 44 0 293 0 2637 423 2 61 305 112 1 5394 Approach% Total% 3.7 0.8 - 88.6 18.2 7.2 1.5 0.5 0.1 36.0 3.0 54.2 4.5 9.8 0.8 - 8.7 5.4 -78.6 48.9 12.6 7.8 0.1 0.0 12.7 1.1 63.7 5.7 23.4 2.1 0.2 0.0 Peak hour analysis for the period 16:45 to 17:30 Volume 23 -494 34 2 87 132 27 -165 1,449 261 _ 29 159 63 2,925 Approach% TotaI% PHF 4.2 0.8 - 89.3 16.9 6.1 1.2 0.4 0.1 0.89 35.4 3.0 53.7 4.5 11.0 0.9 0.83 8.8 5.6 - 77.3 49.5 13.9 8.9 0.87 11.6 1.0 63.3 5.4 25.1 2.2 0.80 Report Generated by "Turning Point Traffic Service" all rights reserved mm mm m n mm s i 1 VI I mm mm mm mm m M II II II II II II Linscott Law & Greenspan 4542 Ruffiier Street, Suite 100, San Diego, CA 92111 Counted By: Emp. #03 Location: El Camino Real & Tamarack Avenue Start Date: 02/01/2006 File Name: 536-01-1 El Camino Real Tamarack Avenue El Camino Real Tamarack Avenue Southbound Westbound Northbound Eastbound Start Left Thm Right Ped Left Thm Right Fed Left Thru Right Ped Left Thru Right Ped Interval Time Total 7:00 1 224 7 0 56 59 12 0 23 124 10 0 14 21 25 0 576 7:15 S 288 6 0 107 72 14 0 41 100 14 0 14 29 55 0 748 7:30 7 313 6 3 92 48 3 0 26 63 14 0 9 41 59 3 687 7:45' 0 230 24 2 126 44 7 0 10 79 17 0 15 46 58 1 659 Total 16 1055 43 5 381 223 36 0 100 366 55 0 52 137 197 4 2670 8:00 3 271 8 2 62 33 5 0 11 66 22 0 11 15 46 1 556 8:15 1 193 8 0 63 42 3 0 10 97 14 0 10 25 35 0 501 8:30 3 195 3 0 35 30 11 0 14 72 11 0 13 31 27 1 446 8:45 5 180 17 0 40 29 5 0 5 101 14 0 14 19 32 2 463 Total 12 839 36 2 200 134 24 0 40 336 61 0 48 90 140 4 1966 Grand Total 28 1894 79 7 581 357 60 0 140 702 116 0 100 227 337 8 4636 Approach% 1.4 94.3 3.9 0.3 58.2 35.8 6.0 -14.6 73.3 12.1 -14.9 33.8 50.1 1.2 Total% 0.6 40.9 1.7 0.2 12.5 7.7 1.3 -3.0 15.1 2.5 -2.2 4.9 7.3 0.2 Peak hour analysis for the period 07:00 to 07:45 Volume 16 1,055 43 5 381 223 36 -100 366 55 -52 137 197 4 2,670 Approach% 1.4 94.3 3.8 0.4 59.5 34.8 5.6 -19.2 70.2 10.6 -13.3 35.1 50.5 1.0 Total% 0.6 39.5 1.6 0.2 14.3 8.4 1.3 -3.7 13.7 2.1 -1.9 5.1 7.4 0.1 PHF 0.85 0.83 0.83 0.81 Report Generated by "Turning Point Traflic Service" all rights reserved Site Name Chestnut Avenue~70' e/o Ei Camino Real Jurisdiction Carlsbad Study Type Volume (2-way) Location Code 7 Direction West Date 7/18/2005 Real Time 11:48 Start Date 7/18/2005 Start Time 12:00 Sample Time 00:15 Operator Number 3762 Maciiine Number 49194 CM r^i, Monday, July 18, 2005 Chiannel 1 HR Begin 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 , Ctiannel 2 (2-1; Channel 1 + Channel 2 HR Total 00-15 15-30 30-45 45-00 HR Total 00-15 15-30 30-45 45-00 HR Total 00-15 15-30 30-45 45-00 1 Total Channel 1 AM Peak Hour Start AIVl Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor 1 . . . • • 89 16 29 27 17 106 21 iSii 30 99 95 21 30 99 95 18 23 :4 114 30 99 ?. 20 26 31 91 25 24 ;-i 18 81 78 17 27 20 81 78 20 11 30 17 44 32 4 11 17 12 44 32 11 5 8 8 15 5 6 31 943, Total Total Channel 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor 15:45 114 95.00 % Channel 1 + 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor Site Name Chestnut Avenue~70' e/o El Camino Real Jurisdiction Carlsbad Study Type Volume (2-way) Location Code 7 Direction West Date 7/18/2005 Real Time 11:48 Start Date 7/18/2005 Start Time 12:00 Sample Time 00:15 Operator Number 3762 Machine Number 49194 Tuesday, July 19, 2005 Channel 1 Channel 2 (2-1) Channel 1 + Channel 2 00-15 15-30 30-45 45-00 HR Total 00-15 15-30 30-45 45-00 "14 4 3 3 4 6 2 2 0 2 3 0 1 1 1 7 1 2 2 2 11 0 1 4 6 39 7 7 '141 ^ 11 108 15 23 31 39 "192 155 31 33 46 45 97 20 20 30 27 99 23 20 25 31 112 27 24 28 33 96 2? 171 27 30 114 37 jl iiiii 23 93 18 29 25 lilll 103 27 >5 110 28 34; 20 131 Hlii 112 28 26! 26 94 * 24 "6 25 19 68 20 12 iiiii 1 14 19 14i 11 29 li 7 4 7 19 7 3 5 4 18701 Total HR Total 00-15 15-30 30-45 45-00 Total Channel 1 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor Channel 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor 07:00 192 81.36 % 16:45 136 89.47 % Channel 1 + 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor Site Name Chestnut Avenue~70' e/o El Camino Reat Jurisdiction Carisbad Study Type Volume (2-way) Location Code 7 Direction West Date 7/18/2005 Real Time 11:48 Start Date 7/18/2005 Start Time 12:00 Sample Time 00:15 Operator Number 3762 Machine Number 49194 Wednesday, July 20, 2005 Channel 1 Channel 2 (2-1; Channel 1 + Channel 2 HR Begin 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 HR Total 00-15 15-30 30-45 45-00 HR Total 00-15 15-30 30-45 45-00 Total 10 2 1 3 4 4 2 1 1 0 3 1 0 2 0 1 0 0 0 1 8 3 0 1 4 42 4 8 14 16 109 22 19 26 42 155 36 32^^ 158 31 51 113 18 39 25 , 31 129 32 24 39 34 111 19 24 34 34 114 34 14 111 32 26 22 103 26 22 23 101 19 mil 30 i05 23 ?•'. 25 33 100 28 30 24 18 105 31 35 23 16 92 28 30 15 19 64 22 16 17 9 43 7 11 11 14 32 5 8 7 12 19 5 5 4 5 1832 Total HR Total 00-15 15-30 30-45 45-00 I Total Channel 1 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor Channel 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor 07:30 163 78.37 % 12:30 129 94.85 % Channel 1 + 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor Site" Name Chestnut Avenue-70' e/o El Camino Real Jurisdiction Carlsbad Study Type Volume (2-way) Location Code 7 Direction West Date 7/18/2005 Real Time 11:48 Start Date 7/18/2005 Start Time 12:00 Sample Time 00:15 Operator Number 3762 Machine Number 49194 Thursday, July 21 2005 Channel 1 Channel 2 (2-1) HR HR HR Begin Total 00-15 15-30 30-45 45-00 Total 00-15 15-30 30-45 45-00 Channel 1 + Channel 2 HR Total 00-15 15-30 30-45 45-00 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 11 5 1 5i o! 3 0 1 1 1 5 1 2 0 2i 3 0 1 1 2i 9 1 1 3-4 "44 7 10 1l' 16 97 17 17 35' 28 137 llMf 162 34 32 50 46 l: •• 30 •• 31" 33 ^• 34 23 26 ! Total 756 Total Total Channel 1 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor Channel 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor 07:00 187 88.21 % Channel 1 +2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor Site Name El Camino Real~1,800' s/o Chestnut Avenue Juiisdiction Carlsbad Study Type Volume (chl) Location Code 3 Direction North Date 7/18/2005 Real Time 11:34 Start Date 7/18/2005 Start Time 12:00 Sample Time 00:15 Operator Number 77 Machine Number 78455 Monday, July 18, 2005 Channel 1 Channel 2 Channel 1 + Channel 2 HR HR Begin Total 00-15 15-30 30-45 45-00 00 01 02 03 04 05 06 07 08 09 i 10 . .| 11 12 827 > 13 745 14 804 15 1003 ^^^^^^^^ 3 16 1220 17 1336 i; 18 788 . i 19 444 144 I 20 318 E 21 236 J 22 128 i 23 120 7969 Total HR Total 00-15 15-30 30-45 45-00 HR Totai 00-15 15-30 30-45 45-00 I Total 1 1 I - - -j - - - I i -- •-•- Total Channel 1 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor 16:45 1392 96.40 % Channel 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor Channel 1 + 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor Site Name El Camino Reahl ,800' s/o Chestnut Avenue Jurisdiction Carlsbad StudyType Volume (ch1) Location Code 3 Direction North Date 7/18/2005 Real Time 11:34 Start Date 7/18/2005 Start Time 12:00 Sample Time 00:15 Operator Number 77 Machine Number 78455 Tuesday, July 19, 2005 Channel 1 Channel 2 Channel 1 + Channel 2 HR HR Begin Total 00-15 15-30 30-45 45-00 00 87 19! 21' 2- 01 " "75 21; 34; 10 10 02 56 81 25! 12' iT 03 12 '5i lllii 4^ 12 04 42 8: 12! 8: 14 05 77 23; 15! 14; 25 06 178 36: 32! 51; 59 07 ' 3 -: 83 96 i 95i 108 08 ni 4 no i ilt24 09 4 10 5 iiiiiJ liiii 11 7 12 " 8 244^ 13 7 199; 167* 199 14 8 15 10 ^30* ' 233' '2~28, 16 "12 2o6! 17 13 324 18 8 238 239 176 19 4 20 3 95i" ^1 21 __ 4? 22 43 ^1 23 1 11548 Total HR Total 00-15 15-30 30-45 45-00 HR Total 00-15 15-30 30-45 45-00 -- i \ \ 1 1 i .1 i : .1 i 1 -- • •-• •-Total - - J — • -— • - - ------ -----] 1 i I i i • -! • -~ 1 i 1 ~ ' ! 1 J Total Channel 1 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor 11:00 766 83.62 % 16:45 1429 91.60 % Channel 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor Channel 1 + 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor Site Name El Camino ReaI-1,800' s/o Chestnut Avenue Jurisdiction Carlsbad Study Type Volume (ch1) Location Code 3 Direction North Date 7/18/2005 Real Time 11:34 Start Date 7/18/2005 Start Time 12:00 Sample Time 00:15 Operator Number 77 Machine Number 78455 Wednesday, July 20, 2005 Channel 1 Channel 2 Channel 1 + Channel 2 HR HR Begin Total 00-15 15-30 30-45 45-00 00 89 30 27! 12| 20 01 18 29 j "8115 02 59 17 30 i si ' 4 03 18 5 liiii 2. 7 04 37 •'•9 • g: 10: 9 05 100 26 18. TsT" 33 06 194 32 41 52- 69 07 2 67 72-98:96 08 393 85 93 112; 103 09 570 -" 136" 136! 161 10 5 11 12 9 221 203 13 7 14 8 131 ZIii 15 9 22s'' 314 16 12 17 13 i 18 8 19 "5 122 99 20 3 21 2 22 "l 23-1 HR Total 00-15 15-30 30-45 45-00 11437 Total 1 i j 1 ! 1 -- Total HR Total 00-15 15-30 30-45 45-00 ^- i ! ! i 1 i Total Channel 1 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor 11:00 729 73.19 % 16:45 1461 94.38 % Channel 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor Channel 1 + 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor Site Name El Camino Real~1,800' s/o Chestnut Avenue Jurisdiction Carlsbad StudyType Volume (chl) Location Code 3 Direction North Date 7/18/2005 Real Time 11:34 Start Date 7/18/2005 Start Time 12:00 Sample Time 00:15 Operator Number 77 Machine Number 78455 Thursday, July 21, 2005 Channel 1 Channel 2 Channel 1 + Channel 2 HR HR Begin Total 00-15 15-30 30-45 45-00 00 20 "29" 25 01 66 14* 14 11 02 12" 26 13 7 03 "8" 8 04 8' 9 15 05 77 _ 22j 15 11 29 06 193 31: 'Mm 51 63 07 359 74 i 73* 128 08 lor 115 116 09 467 102" il6i 93 10 140 11 12 13 14 15 16 17 18 19 20 21 22 23 HR Total 00-15 15-30 30-45 45-00 HR Total 00-15 15-30 30-45 45-00 2349 Total L i 1 ! i 1 i -• -• - — - — i 1 j •• 1 i i 1 1 j ! ] j ! I 1 Total ---- 1 • ) 1 • • Total Channel 1 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor 09:45 560 89.74 % Channel 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor Channel 1 + 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor Sito Name Chestnut Avenue~200' w/o El Camino Real Jurisdiction Carlsbad StudyType Volume (chl) Location Code 6 Direction East Date 7/18/2005 Real Time 11:57 Start Date 7/18/2005 Start Time 12:00 Sample Time 00:15 Operator Number 77 Machine Number 117349 Monday, July 18, 2005 HR Begin 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Channel 1 Channel 2 Channel 1 + Channel 2 HR Total 00-15 15-30 30-45 45-00 HR Total 00-15 15-30 30-45 45-00 HR Total 00-15 15-30 30-45 45-00 jjjl 44 fill 4f. 42 4"' 43:' '• !-37; 4j iliiiiiii illllij Bl 16 r. 1427,Total i i i i ] 1 i 1 ~ 1 ~ i - — 1 - — Total I Total Channel 1 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor 16:45 189 81.47 % Channel 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor Channel 1 + 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor Site Name Chestnut Avenue-200' w/o El Camino Real Jurisdiction Carlsbad Study Type Volume (chl) Location Code 6 Direction East Date 7/18/2005 Real Time 11:57 Start Date 7/18/2005 Start Time 12:00 Sample Time 00:15 Operator Number 77 Machine Number 117349 Tuesday, July 19, 2005 Channel 1 Channel 2 Channel 1 + Channel 2 HR HR Begin Total 00-15 15-30 30-45 45-00 00 16 2 7 4 3 01 5 0 3 1 1 02 10 3 2 3 2 03 4 0 0 0 4 04 10 0 1 • 4 5 05 18 4 2 ... 6 6 06 93 17 23 22 31 07 195 37 34 08 177 ^' ^44-^•feJ8 40 55 09 134 36 28 36 34 10 122 32 31 21 38 11 161 , = 36 40 r 41 44 12 159 '.•2 i4 13 241 •75 - .75.'..52 •-. 14 1 ililg 15 r jiiiji 40 gill 16 1-ill 39 17 210 64 49 jpjii 18 169 31 33 36 Bij 19 122 Iiii 20 111 '26 iSiiiS ill 21 28 •IS iiilp 22 _ ' 16 iilll 23 6 •4 iiiill 2617 Total HR Total 00-15 15-30 30-45 45-00 HR Total 00-15 15-30 30-45 45-00 i I I • • -- 1 - - • — - - • — - - • — i 1 1 i — • 1 1 — • ! [ Total 1 ! 1 ] j — •- -— •- - i - - - • • - - - • • i 1. Total Channel 1 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor 07:30 206 75,74 % 13:00 241 80.33 % Channel 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor Channel 1 +2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor r4 Site Name Chestnut Avenue~200' w/o El Camino Real Jurisdiction Carlsbad StudyType Volume (ch1) Location Code 6 Direction East Date 7/18/2005 Real Time 11:57 Start Date 7/18/2005 Start Time 12:00 Sample Time 00:15 Operator Number 77 Machine Number 117349 Wednesday, July 20, 2005 Channel 1 Channel 2 Channel 1 + Channel 2 HR Begin 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 HR Total 00-15 15-30 30-45 45-00 HR Total 00-15 15-30 30-45 45-00 HR Total 00-15 15-30 30-45 45-00 28 7 6 9 6 13 6 2 4 7 1 3 2 1 3 0 0 1 2 15 2 0 . • 5 8 25 •\ 1 13 10 89 24 19 25 21 187 29 27 179 ^> 39 47 133 35 33 35 30 137 32 29 33 43 143 25 34 38 46 146 44 40 37 234 limits 1 ' '57 5? 28 llllll 151 44 W '""27 4i; 202 4o 37 66 200 ' 51 45 •V? 1 liiii ' ' 52 . 40 131 33 ?- " 99 >0 28 i^S 22 93 AA 21) ' 20 24 58 JIM 15 ilil t-iPlij 6 2610 Total 1 ! i j \ ---- —-— —-— 1 i ! J Total -- - • — -- - • — -- -i -Total Channel 1 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor 07:30 224 74.67 % 13:00 234 79.05 % Channel 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor Channel 1 + 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor Sitii Name Chestnut Avenue~200' w/o El Camino Real Jurisdiction Carlsbad Study Type Volume (chl) Location Code 6 Direction East Date 7/18/2005 Real Time 11:57 Start Date 7/18/2005 Start Time 12:00 Sample Time 00:15 Operator Number 77 Machine Number 117349 Thursday, July 21, 2005 Channel 1 Channel 2 Channel 1 + Channel 2 HR HR Begin Total 00-15 15-30 30-45 45-00 00 26 9 3 5 9 01 "8 2 3 2 1 02 7 1 2 1 3 03 4 2 0 1 ' . 1 04 14 1 2 4 = 7 05 25 1 4 8 12 06 82 12 16 26 28 07 172 , 2t 32 56 08 165 42 43 09 137 42 31 29 35 10 137 34 33 29 41 11 32 ?.9 12 13 14 15 16 17 18 19 20 21 22 23 809 Total HR Total 00-15 15-30 30-45 45-00 HR Total 00-15 15-30 30-45 45-00 1 1 1 ; Total -• ~--• ~- 1 \ — • --— • -- Total Channel 1 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor 07:30 199 78.97 % Channel 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor Channel 1 + 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor Site-Name El Camino Reahl ,800' n/o Chestnut Avenue Jurisdiction Carlsbad Study Type Volume (chl) Location Code 3 Direction South Date 7/18/2005 Real Time 10:17 Start Date 7/18/2005 Start Time 12:00 Sample Time 00:15 Operator Number 77 Machine Number 17152 Monday, July 18. 2005 Channel 1 Channel 2 Channel 1 + Channel 2 HR HR Begin Total 00-15 15-30 30-45 45-00 00 01 02 03 04 05 06 07 08 09 10 11 12 777 liiiii in: 13 772|-^p?^ SPI 14 711 lis 15 6 iiii" iilB 176 16 647 lllii 149 182 17 7 'as iiiii 208 18 531 liiii 128 147 131 19 4 -BH pfli 105 20 3 iiPi Qir 57 21 3 jiill Qir 57 22 'l 4r ".A - 21 23 lilillif /;5 2a "761. Total HR Total 00-15 15-30 30-45 45-00 HR Total 00-15 15-30 30-45 45-00 1 - — 1 - — 1 • — • — i 1 i i i i [Total 1 ! ' ; I -- Total Channel 1 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor 12:45 845 91.06 % Channel 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor Channel 1 + 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor Site Name El Camino Reahl ,800' n/o Chestnut Avenue Jurisdiction Carlsbad Study Type Volume (ch1) Location Code 3 Direction South Dale 7/18/2005 Real Time 10:17 Start Date 7/18/2005 StartTime 12:00 Sample Time 00:15 Operator Number 77 Machine Number 17152 Tuesday, July 19, 2005 Channel 1 Channel 2 Channel 1 + Channel 2 HR Begin 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 HR Total 00-15 15-30 30-45 45-00 56" 12 16 15 13 33 8 5 11 9 23 6 5 5 7 52 2 14 : 16 20 196 13 26 73 84 413 . 36 65 167 "145 956 146 189 304 317 1 1363 259 881 203 228 179 1 622 147 196 151 / 128 586 142 137 138 169 647 146 153 1R7 181 188 196 181 '?,2 710 21-1 17'i ""676 SB 166 690 jpii 15-'. 154 656 r4 175 18.? 119 556 142 141 > 144 437 118 "106 • 107 104 1-Jl BS . 117 75 iiii "l61 lis 41 lllii 122 38. 19 iiii 32 12217jTotal HR Total 00-15 15-30 30-45 45-00 HR Total 00-15 15-30 30-45 45-00 I Total 1 ! - • -- • - "" _ . . _ . . \ i — — i Total Channel 1 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor 07:15 1375 90.70 % 12:45 908 93.42 % Channel 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor Channel 1 + 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor Site Name El Camino Reahl ,800' n/o Chestnut Avenue Jurisdiction Carlsbad Study Type Volume (chl) Location Code 3 Direction South Date 7/18/2005 Real Time 10:17 Start Date 7/18/2005 StartTime 12:00 Sample Time 00:15 Operator Number 77 Machine Number 17152 Wednesday, July 20, 2005 Channel 1 Channel 2 Channel 1 + Channel 2 HR HR Begin Total 00-15 15-30 30-45 45-00 00 49 9 15 14 : ^ 11 01 31 11 5 5 10 02 19 3 6 5 5 03 61 5 10 24 22 04 201 12 ' 25' 73 = 91 05 418 39 80 155 144 06 942 125 198 303 316 07 1316 25R 08 859 249 219 209 182 09 642 154 146 166 176 10 723 200 187 185 151 11 714 ^""TTT" 179 179 ••05 12 851 21"! 190 13 876 194 Sll 14 7:T 15 726 22i 18? 16 f "182"^ iiiii ir6 SSI 17 682 207 I*:? 144 18 569 131 159 jjii 19 446 122 97 HB 20 : ." " 79 90 ill 21 301 100 71 22 163 55 4' iiiiiiipi 23 93 34 18 24 17 HR Total 00-15 15-30 30-45 45-00 HR Total 00-15 15-30 30-45 45-00 12505 Total — • — • — — i ! 1 j 1 i 1 1 Total ; I ; ! - -•-- -•- 1 j Total Channel 1 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor 07:00 1316 80.44 % 12:30 952 90.49 % Channel 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor Channel 1 + 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor Site Name El Camino Reahl ,800' n/o Chestnut Avenue Jurisdiction Cadsbad Study Type Volume (chl) Location Code 3 Direction South Date 7/18/2005 Real Time 10:17 Start Date 7/18/2005 StartTime 12:00 Sample Time 00:15 Operator Number 77 Machine Number 17152 Thursday, July 21, 2005 Channel 1 Channel 2 Channel 1 + Channel 2 HR Begin 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 HR Total 00-15 15-30 30-45 45-00 48 HR Total 00-15 15-30 30-45 45-00 HR Total 00-15 15-30 30-45 45-00 — — i 1 ; j - -- — - -- — Total 1 j i ' Total Channel 1 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor 07:00 1364 85.68 % Channel 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor Channel 1 + 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor Site Name El Camino ReahO.5 mi. n/o Tamarack Avenue Jurisdiction Carlsbad StudyType Volume (chl) Location Code 4 Direction South Date 7/18/2005 Real Time 10:32 Start Date 7/18/2005 StartTime 12:00 Sample Time 00:15 Operator Number 77 Machine Number 99345 Monday, July 18, 2005 Channel 1 Channel 2 Channel 1 + Channel 2 HR Total 00-15 15-30 30-45 45-00 Total Channel 1 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor 12:45 802 89.51 % Channel 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor Channel 1 + 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor Site Name El Camino ReahO.5 mi. n/o Tamarack Avenue Jurisdiction Carlsbad Study Type Volume (chl) Location Code 4 Direction South Date 7/18/2005 Real Time 10:32 Start Date 7/18/2005 StartTime 12:00 Sample Time 00:15 Operator Number 77 Machine Number 99345 Tuesday, July 19, 2005 Channel 1 Channel 2 Channel 1 + Channel 2 HR HR Begin Total 00-15 15-30 30-45 45-00 00 47 8 13 14 12 01 27 7 4 8i 8 02 23 "6 6 5 6 03 51 2 13 14 22 04 198 12 24 72 90 05 416 37 68 156 155 06 983 139 211 301 332 07 1383 08 889 248 216 235 190 09 623 151 175 137 10 527 123 123 138 143 11 632 ••: 151 171 12 • 171 175 1S4i 202 13 851 219 236 - -206 14 651 187i 157 15.i 144 15 " "630 'U7 163 150 16 , • 167 135; 1581 153 17 b82 159 150 157i 116 18 491 125 113 121 132 19 381 105 89 "'96 91 20 .... 72 75 91 84 21 280 101 ' 62 71 "46 22 149 65 39 24 2l" 23 101 29 T7 26 HR Total 00-15 15-30 30-45 45-00 HR Total 00-15 15-30 30-45 45-00 11582;Total Total Total Channel 1 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor 07:00 1383 89.57 % 13:00 851 90.15 % Channel 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor Channel 1 + 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor Site Name El Camino ReahO.5 mi. n/o Tamarack Avenue Jurisdiction Carlsbad Study Type Volume (chl) Location Code 4 Direction South Date 7/18/2005 Real Time 10:32 Start Date 7/18/2005 StartTime 12:00 Sample Time 00:15 Operator Number 77 Machine Number 99345 Wednesday, July 20, 2005 Channel 1 Channel 2 Channel 1 + Channel 2 HR Begin 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 HR Total 00-15 15-30 30-45 45-00 45 31 18 "60 204 423 978 1318 880 640 8 12 12 13 11 6 6 8 4 3 5 6 5 9 21 25 ll' 24 73 ' 96 36 72 148 167 129 203 314 332 670 695 "" 775 " 860 1 670 597 611 """489 ""; 308 _ 243 1 "_ 77 11862 246 235 154 184 178 191 150 169 165 171 209 145 205! 205! _196j177! 1861142': 2041 116; 96 73 " ' 76i . 751! 24; Total 147 134" 85 '72; • 65; -t-j 17; 172 210 176 144 1"43" 145 lid 108 85 58 • "33 20 1901 19l" 144| "l8bi 173 "152 132 115 119 91 78 23 16 HR Total 00-15 15-30 30-45 45-00 HR Total 00-15 15-30 30-45 45-00 Total i Total Channel 1 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor 07:00 1318 82.17 % 12:30 890 90.08 % Channel 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor Channel 1 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor Site Name El Camino Real- Jurisdiction Carlsbad Study Type Volume (chl) Location Code 4 Direction South Date 7/18/2005 Real Time 10:32 Start Date 7/18/2005 StartTime 12:00 Sample Time 00:15 Operator Number 77 Machine Number 99345 Thursday. July 21, 2005 Channel 1 Channel 2 Channel 1 + Channel 2 HR HR Begin Total 00-15 15-30 30-45 45-00 00 51 13 14 15 9 01 24 3 10 3 8 02 20 6 2 5 7 03 "" "70 7 12 24 27 04 208 "lT 22 83 92 05 387 43 68 129 147 06 "988 l"4"l 191 282 07 1350 367 08 918 260 249 216 193 09 591 172 139 146 134 10 577 159 133 130 155 11 "l41 i4'i 12 13 14 15 16 17 18 19 20 21 22 23 HR Total 00-15 15-30 30-45 45-00 HR Total 00-15 15-30 30-45 45-00 5325: Total L — — — _ — Total Total Channel 1 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor 06:45 1357 88.35 % Channel 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor Channel 1 + 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor 7^<-t Sito Name Tamarack Avenue~430' w/o El Camino Real Jurisdiction Carisbad Study Type Volume (chl & ch2) Location Code 6 Direction East Date 7/18/2005 Real Time 10:46 Start Date 7/18/2005 StartTime 12:00 Sample Time 00:15 Operator Number 77 Machine Number 126336 Monday. July 18. 2005 Channel 1 Channel 2 Channel 1 + Channel 2 HR Begin 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 HR Total 00-15 15-30 30-45 45-00 HR Total 00-15 15-30 30-45 45-00 Total i 204 63 44 44 53 239 66 67 57 "49 233 62 66 38 67i 225 47 66 61 51 271 253 57 73 ^4 09 " 226 71 49 59 47 196 64 52 41 39 135 33 39 36 27 101 26 26 21 28 61 16 15 18 12 39 13 13 7 6 2183! Totai HR Total 00-15 15-30 30-45 45-00 204; 239 i' 225 271 63, 44 44 53 oe 67; 57 49 62 66 > 6/ 47: 51 2531 57 73 . 54i 69 226! 71 • 49: ""59i 47 196:' 64 52 i Jl 39 135r iiipp " 39'" •""36?" ?r 101;" 26 ""2i. 28 61" is" is:' 12 39" 13; 13; ' 7 6 2183!Total Channel 1 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor Channel 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor 16:00 271 92,81 % Channel 1 + 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor S\*e Name Tamarack Avenue~430' w/o El Camino Real Jurisdiction Carlsbad Study Type Volume (chl & ch2) Location Code 6 Direction East Date 7/18/2005 Real Time 10:46 Start Date 7/18/2005 Start Time 12:00 Sample Time 00:15 Operator Number 77 Machine Number 126336 Tuesday. July 19. 2005 Channel 1 Channel 2 Channel 1 + Channel 2 * HR Begin 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 HR Total 00-15 15-30 30-45 45-00 HR Total HR 00-15 15-30 30-45 45-00 25 6 8 7 4 6 1 2 2 1 8 2 2 1 3 8 1 0 6 1 15 2 71 1 5 " 25" 5 1 9 10 131 12 27 44 48 300 51 56 H!^:t?^ "303 65 79 194 60 47 43 44 196 44 45 50 57 • - 21 47 55 45 ^' 63 21 47 47 "59 274 liSSi 52 198 m 43 isiij 49 235 67 42 66 "eo _:"_27i 76 72 70' 53 272 68 69 64 71 237 57 58 65 199 '56 50 50 43 149 46 35 40 28 79 r-: ?L' 17 13 70 "13 2''-16 "17 44 •2 13 •2 7 Total 3668 Total Total 00-15 15-30 30-45 45-00 25 6 8 7 4 6 1 2 2 1 8 2 2 1 3 " 8 1 0 6 1 15 2 7 1 5 25 5 1 9 10 131 12 27 44 48 """300 51 56 303 ;::h v; 65 79 194 60 47 43 44 '"""196 44 45 50 57 21C 47 55 45 63 "219 47 47 59 274 52 198 33 43 49 235 66 60 271 53 272 68 6? 64 71 237 57 57 58 " "65 199 56 ""so 50 43 149 40 28 79 24 17 "• i3- 70 13 -.0 17; 44 "" 12 13 12 7' 3668, Total Channel 1 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor Channel 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor 07:30 352 84,62 % 12:45 288 87,80 % Channel 1 + 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor 07:30 352 84,62 % Site Name Tamarack Avenue-430' w/o El Camino Real Jurisdiction Carlsbad Study Type Volume (chl & ch2) Location Code 6 Direction East Date 7/18/2005 Real Time 10:46 Start Date 7/18/2005 Start Time 12:00 Sample Time 00:15 Operator Number 77 Machine Number 126336 Wednesday, July 20. 2005 HR Begin 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Channel 1 HR Totai 00-15 15-30 30-45 45-00 Channel 2 Total HR Total 00-15 15-30 30-45 45-00 17 5 4 5 3 23 6 5 7 5 0 0 2 0 9 2 1 1 5 1 18 2 5 5 6 35" 6 3 15 11] 152 20 27 47 58 293 43 51 279 iiilii 62 70 " 251" 66 55 59 71 193 60 54 41 38 209 41 44 65 59 " 250 66 54 63 3-47 188 47 56 47 38 222 42 74 60 46 245 55 73 64 53 280 69 73 63 75 217 69 52 49 47 159 47 A4 30 38 137 51 25 30 31 123 2C 38 28 31 67 18 16 19 14 43 13 9 11 10 37301 Totai Channel 1 + Channel 2 * HR Total 00-15 15-30 30-45 45-00 17 5 4 5 3 23 6 5 7 5 2 0 0 2 b 9 2 1 1 5 18 2 5 5 6 35 6 3 15 11 152 : 20 27 47 58 293 43 51 279 62 70 251 66 55 59 71 193 60 54 41 38 209 41 44 65 59 251 66 :,: '54 .63 '318 <7 " 188 222 42 74: 60 ". '"'46 245 5'.' 73 64 53 280 69 73' 63 75 ' 217 69 P2 '47 159 '47 44 30 38 137 51 25 30i 31 123 •J6 28j 31 67 ' 18! ' 16 19! 14 43 '13!9 11 10 3730 Total Channel 1 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor Channel 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor 07:30 346 76.55 % 12:45 338 73,48 % Channel 1 + 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor 07:30 346 76.55 % Site Name Tamarack Avenue~430' w/o El Camino Real Jurisdiction Carlsbad Study Type Volume (chl & ch2) Location Code 6 Direction East Date 7/18/2005 Real Time 10:46 Start Date 7/18/2005 Start Time 12:00 Sample Time 00:15 Operator Number 77 Machine Number 126336 Thursday, July 21, 2005 HR Begin 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Channel 1 Channel 2 HR Total 00-15 15-30 30-45 45-00 HR Total 00-15 15-30 30-45 45-00 "3\ Total Channel 1 + Channel 2 * HR Total 00-15 15-30 30-45 45-00 32 9 9 11 3 8 6 1 0 ^ 1 6 0 1 3 2 1 10 3 1 6 0 19" 5 2 7 3 5 3 9 13 148 13 24 67 319 48! 58 31-94 68 204 53 73 31 47 181 38 46 42 55 104 55 49 1372 Total Channel 1 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor Channel 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PM Peak Hour Factor 07:30 362 83.03 % Channel 1 + 2 AM Peak Hour Start AM Peak Hour Total AM Peak Hour Factor 07:30 362 83,03 % 17 -2005 14:05 Volume Count Report Location Location Code County- Recorder Sec Recording Start Recording End Sample Time Operator Number Machine Number Cbamiel Divide By Summation Two-way El Cammo Real 6 San Diego 7/13/05 00 00 7/19/05 00 00 7/22/05 00 00 15 Minutes 8706 20306 A 2 NO No Tamaraclc Ave to Kelly Dr Tuesday 07/19/05 Channel A Direction N 94 79 , 51 2^_44 65 20fl 444 475 607 595 852 975 656 975 12W 147S iBSS 9W 565 454 276 180^ 13S 13412 27 31 17 2i 21 IS 23 18 13 20 9 15 2' '8 "l7 32 102 110 153 136 204 279 228 21S 295 342 413 285 149 iM 22 42 39 1 7 16 4S 103 109 134 137 195 239 203 187 234 392 462 271 152 116 62 SO 41 10 7 19 62 115 112 147 153 21< 234 234 233 372 359 44B 225 144 103 S9 39 33 11 22 33 ea 124 144 173 170 243 223 201 289 359 332 352 203 120 95 53 39 25 AM Peak Hour AM Peak Hour Factor PM Peak Hour PM Peak Hour Factor 980 vehicles) il 30 to 12 30 87 8% 16 45 to 17 45 ( 1705 vehiclea; 92 3% Wednesday 07/20/05 Channel A Dxrection N mmmmmmmmmmmmmmmmmmmm^Mmmmim 101 76 54 19 49 loa 228 393 457 634 616 909 1022 40 26 22 4 12 20 34 79 107 162 166 174 308 IS 17 22 2 9 18 43 127 150 123 193 232 22 16 S 5 7 31 71 122 115 174 172 252 253 21 17 4 5 21 39 75 112 148 148 155 290 224 122 72 93 71 76 50 51 54 52 51 40 31 39 37 m Peak Hour AM Peak Hour Factor PM Peak Hour PM Peak Hour Factor 11 30 to 12 30 87 8% 16 45 to 17 4S 91 7V 1082 1754 vehicles! vehicles' 14=06 yoluineCom^^ Location Location code County Recorder Set Recording Start Recording End sample Time operator Number Machine Number Channel Divide By summation TWO-Way Tamarack Ave 24 san Diego 7/18/05 00 00 7/19/05 00 00 7/21/05 00 00 15 Minutea 8724 20324 NO No n Real and ta Portalada Dr Bl Catnino Reai 07/19/05 cb---^ \Jm^Tmmmmmmmi^ ^r^-^^:::::::" '. ' • ' , \ s z •" • % s s s %i«' • AM peak Hour ^ peak Hour Factor PM peak Hour PM peak Hour Factor 07 15 to OS IS B2 1% 16 15 to 17 15 84 3% 542 vehicles) 263 vehicles) 22 , 35 ,05 S» 520 374 «5 m - ,j 5 ... - - - % I I I I « « i : I ^ ; ^ i 1 I ^ i« . n sa sa ^ peak Hour Z peak Hour Factor PM peak Hour PM peak Hour Factor 07 QO to 08 00 87 2% 12 00 to 13 00 92 2% 520 vehicles) 284 vehicles) 1^ APPENDIX B SIGNAL DESIGNS — LLG Ref. 3-Q5-G29\ LiNSCon, LAW & GREENSPAN, engineers ^^^^^^ ^^^^ ^^^^^^^^ ^^^^^ Acronyms/Abbreviations LLG: Linscott, Law & Greenspan Engineers TIF: The Traffic Impact Fee ADT: Average Daily Traffic LOS: Level of Service MOE: Measures of effectiveness CONDUCTOR SCHEDULE A A ---5 i 115 s J 5 iSi -s 3 -ft HP ---Z. f4-f z -«iif ---1 ei ri-E -1 -/ 1 / ; 1 ( / -7. z 3 ISP Z 1 2 -OS PPB 1 \ 1 - far?.!. 13 30 30 "to z-!-- "to 1 1 - "to 1 "to "to £1 ---1 LC^P • Si --- ssr C4 --ssr i ---ssr St ; --3 ssr (^(3 " -- ssr ssr -/ ssr -/ / 1 2.' \ V 2- PHASE -INUNCTION - SEQUENCE DIAGRAM : i. J ' ' 1! t s 2 + B 5 s DP ll ^—-—VTTTV^—1 REFERENCE PLANS cm OF cSRisBao 213-3 4LL hEW LOOP DETECTORS *F?E TOf STATE OF CJLlFOBNrA SinXDORO PLiNS E3-51 ANO E3-5a, ALL NEW LENSES .EHSLL BE MADE OF CLASS. CCMTBACTOFI SHALL VERIFY WiTM THE Ctrf ENGINEER TME PRECISE PELD UKATrONS OF ALL TRAFFIC EISNAL EOJIPHENT PHfCfl TO INSTALLATION. NEW (gj) SIBNAL MOUNTED ON FOU © SHALL BE LOCaTEO A3 SHWN CN THIS [UN »LL_ WORK «W> EOUfHEHT SHALL COWFCHU TO TliE LATEST EDITION OF CALTRANS 3TANtiaF0 MJUIS, SPECS AJJD SPECIAL PROVISIONS. HE-USE EXISTING PfiCOftAMMED VISlBlirTT SlOrjoL HEAD. RE-HASKINC FtESUIISD • NOTES CWmNllED ASOVE DETAIL B DETAIL A 0 0 0 © ! (08) — LlMTTLraE (NO SCALE) DETE'CTOR ASSIGNMENT SCHEDULE I/f rz.-i CI. /-/tf !-i - "itt. Ti.- 71 n jyu n - 1 r.l. '-fe - 5 C 6 jti. 7^5 - ? e e 7-+ - •^f.n /-3fl J6U rs-H i'o , EZ /'PS JIZiJ ra - + t ctvji. t IIZL - 5 !• ft™ & lie, ivg IliL SJS. J.I4ii rs- rs t c-J e rv - - J .-, JU-I--1 - S i iTi-i n fl SfP rg - 7 c ^ ftH E-^f \S!3!_ 3 - M 36 PPB ir3u Ta-7 a COM 9 fa-E pari HP kflP pea pui^s-jjTw /•^il • Pip PW^5 = fi ap' -'5' 3-liUS SP-2-T ^ /s »/« / sm «i 2S --rT^3-r -SP-I-T E/B N/W / S/W as --.JO s -i/S --© izir .30' Zfl' ip-l-r !. -;5 -©i '-3 (0' - ; i ^ --) -IS - HAR^; DIERCKS frCE^JSOSI J/IT/BS FUNS FOR THE MODIFICATION Of Tie IBAFFIC SIGNAL AT EL CAMINO REAL ANO CiCSTNUT ,VEHLJ£ D'*II BY-JlSidl lpR(>jECT NO. T8I-19. LLSG D-232 4/28/88 TAMARACK AVE. GENERAL NOTES: A-SOCA-Z*B}. r SHAH fi£ T J/'- SaUAKe TELSPAH SC LEO smecr acfTs STRIPING NOTES: I PAiNtea uEDfAJV J f(OT£.(5) WOT USFO SIGNIWG NOTES: GJ lUSTALL 11 CITY or CARLSBAD j 1 J II ENONEEPVC D£P*flT>JEJII M S 11 CITY or CARLSBAD j 1 J II ENONEEPVC D£P*flT>JEJII M S PtANS FOR THE SIGKIHC AND STRIPING OF; LL CAMINO REAL&TAMARACK PtANS FOR THE SIGKIHC AND STRIPING OF; LL CAMINO REAL&TAMARACK PtANS FOR THE SIGKIHC AND STRIPING OF; LL CAMINO REAL&TAMARACK PtANS FOR THE SIGKIHC AND STRIPING OF; LL CAMINO REAL&TAMARACK BY oEspBPii'iw • n!(i-%S. iisi 1 J21-5 REVISIOWS n!(i-%S. iisi 1 J21-5 aiHD 9i-C.O0 L POLtSi;HEnULE SIlHIIlfO Al \t M. 1—TTii— —i •• • JlNf >/ B' It'P libu! *iLii; fVh^v-i-r t ft « HIJV-M jlKi-l ItJ tn ffl mii-i-tt a li' f fl Inua/iiiiSliiM-l W-l-T IF) al -i 1 n-i-i ip-i-i -IF) If) iti Ml U-S-B .a m linnd Jl/ "ft M f y ITJ IT) If) mm mi f-iif -(*B t r IT) ('( "1 i-i 11/ n-i-j ins^i-i IK) ^1 -» 1 -!.! CQWCUl TOR SCHEDULF CIRCUIT A M T --.1 -* IT ,1 J --.1 " ,1 ,1 ; ,! 1 1 -J i J up ' -3 ! i *P -1 1 -2 W ? -j f •!m -1 t ; -f 1 f t IW F ) 1 ) --1 Hell f 1 J r J 1 r J J ; J 1 i ipr* 1.1 1.} n ti ) F 1 J < -/ J ! J J pi idlil atlai ; J 1 / J I pi 'JIM'K J 1 1 1 pi low 'i J J J J i i 1 I ift IW > fl J 1 ift IW > It J J ift IW > •i J f ift IW > H -1 - ift IW > u ) J ift IW > ll -1 -1 ift IW > •1 ift IW > 1 J ,1 ift IW > DM 1 J T i T « J rj t>dl ^ f r (-! DETECTOR ASSIGNIJENTS HI. mi 5J[ faDiEBiNit 1 1 l'[ n- in [ ilili TVIf [ id Tl-JM f J!l n-«ij P\ PL"*; a. H- IHIf J s Ill TV in J tu il-W ; ? B iJ-7H ID ! OJ T!-JtO II ) OJ It-* 13 1 Si \i ! Si. IS- ll»l! It I a 13- nil! IS { ibi) IE j)ij ll-ltZ m J IIJD m S IIJU n-itcoi) m 1 11 it-siKue 1 A M m ll-llOli [WB M m L'lfti ui H T9-5liaii HfU ll ILUH m i)-)D 1 lui n PLANS FOB TXE 3GNAUZAT10N OF: EL CAMINO REAL&TAMARACK ^ 484407 p ST.. SWOO 1 PLANS FOB TXE 3GNAUZAT10N OF: EL CAMINO REAL&TAMARACK ^ 484407 p ST.. SWOO 1 PLANS FOB TXE 3GNAUZAT10N OF: EL CAMINO REAL&TAMARACK ^ 484407 p ST.. SWOO 1 PLANS FOB TXE 3GNAUZAT10N OF: EL CAMINO REAL&TAMARACK ^ 484407 p ST.. SWOO 1 APPROVE^^j^^y"^^^ 7-//- 92. IT M^CBIpiia, ' r'nn n.- ' I '"jje/"' j| " J2"-5°' REVISIONS r'nn n.- ' I '"jje/"' j| " J2"-5°' CUMJ 91-COO L APPENDIX C EXISTING INTERSECTION HCM CALCULATION SHEETS LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-05-6291 El Camino Real Widening Traffic Study r. :'i„ki-.-'--••1 Rcf^M \),p.;ii,i-, .]i.c HCM Signalized Intersection Capacity Analysis 3: Chestnut Avenue & El Cannino Real 3/21/2006 Lane Configurations Ideal Flow (vphpl) ; Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Fit Protected Satd. Flow (prot) Fit Permitted Satd. Flow (perm) 1900 4 2000 4.0 1.00 1.00 1.00 1.00 0.98 1919 0.57 1111 f 1900 4.0 1.00 0.98 1.00 0.85 1.00 1552 l.OO: 1552 1900 1900 1900 1900 1900 WBT WBR NBU '"Net. NEfr NBR SBU SBL 5 igdo 4.0 !rf:00 1.00 'mm 1.00 1770 f0:95 1770 •I* 2000 4.0 1.00 1.00 1.00 0.98 1.00 1917 0.95 1826 1900 4.0 1.00 1.00 1.00 1.00 0.95 1770 0.95 1770 ++^ 2000 4.0 0.91; 1.00 1.00 ^.00 1.00 5331 1.00; 5331 Volume (vph) 80 117 157 26 212 36 1 177 259 7 2 Peak-hour factor, PHF 0.76 0.76 0.76 0.73 0.73 0.73 0.81 0.81 0.81 0.81 0.98 0.98 Adj. Flow (vph) 105 154 207 36 290 49 1 219 320 9 2 24 RTOR Reduction (vph) 0 0153 0 10 0 0 0 5 0 0 0 Lane Group Flow (vph) 0 259 54 0 365 0 0 2^ 324 0 0 26 Confl. Peds. (#/hr) 8 8_ Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Prot 4! 4 14.4 14.4 0.26 4.0; 3.0 custom Perm 4 8 14.4 14.4 0.26 4.0 3.0 8! 14.4 14.4 0.26 4.0 3.0 Prot Prot 5 5 11.3 11.3 0.21 4.0 3.0 27.0 27 0 0.49 4.0 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay. d2 Delay (s) Level of Service Approach Delay (s) Approach LOS 291 406 cO.23 0.89 19.5 1.00 26.8 46.3 D 32.7 C 0.03 0.13 15.5 1.00 0.2 15.7 B 478 0.20; 0.76 18.7 1.00 7.1 25.8 C 25.8 c: 364 cO.12 0.60 19.8 1.00 2.8 22.6 C 2617 0.06 0.12 7.6 1.00 0.1 7.7 A 13.7 B HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle length (s) Intersection Capacity Utilization Analysis Period (min) ! Phase conflict between lane groups, c Critical Lane Group 22.7 0.78 55.0 73.5% 15 HCM Level of Service Sum of lost time (s) ICU Level of Service 12.0 D Prot Prot 1 1 1.6 1.6 0.03 4.0 3.0 51 0.01 0.51 26.3 1.00 7.8 34.1 C Existing AM Peak Hour 12:00 am 3/21/2006 Existing AM Peak Hour Linscott Law & Greenspan Engineers Synchro 6 Report Page 1 HCM Signalized Intersection Capacity Analysis 3: Chestnut Avenue & El Camino Real 3/21/2006 LanJjConfigurations Ideal Flow (vphpl) 2000 1900 Total Lost time (s) 4.0 Lane Util. Factor 0.91 Frpb, ped/bikes 1.00 Flpb, ped/bikes 1.00 Frt 0.98 Fit Protected 1.00 ; Satd. Flow (prot) 5272 Fit Permitted 1.00 Satd. Flow (perm) 5272 Volume (vph) 1212 135 Peak-hour factor, PHF 0.98 0.98 Adj. Flow (vph) 1237 138 RTOR Reduction (vph) 25 0 Lane Group Flow (vph) 1350 ; 0 Confl. Peds. (#/hr) Turn Type Protected Phases 6 Permitted Phases Actuated Green, G (s) 17.3 Effective Green, g (s) 17.3 Actuated g/C Ratio 0.31 Clearance Time (s) 4.0; Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 1658 v/s Ratio Prot cO.26 v/s Ratio Perm v/c Ratio 0.81 Uniform Delay, d1 17.4; Progression Factor 1.00 Incremental Delay, d2 4.5 Delay (s) 21.9 Level of Service C Approach Delay (s) 22.1 Approach LOS C Existing AM Peak Hour 12:00 am 3/21/2006 Existing AM Peak Hour Linscott Law & Greenspan Engineers Synchro 6 Report Page 2 HCM Signalized Intersection Capacity Analysis 6: El Camino Real & Tamarack Avenue 3/21/2006 fl N6L t r NBT NBR SBU SBL SBT 5BR NEL NET NER SWL Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb. ped/bikes Frt Fit Protected Satd. Flow (prot) Fit Permitted 1900 1900 4.0 1.00 1.00 1.00 1.00 0.95 1787 0.95 2000 4.0 0.95 1.00 1.00 1.00 1.00 3762 1.00; f 1900 4.0 1.00 1.00 1.00 0.85 1.00 1599 1.00 1599 1900 & 1900 4.0 1.00 1.00 1.00 1.00 0.95 1787 0.95 1787 2000; 4.0 0.95 1.00 1.00; 1.00 1.00 3762 1.00; 3762 1900 4.0 1.00 0.96 1.00 0.85 1.00 1534 1.00 1534 1900 4.0 1.00 1.00 1.00 1.00 0.95 1787 0.95 1787 + 2000 4.0 1.00; 1.00 1.00; 1.00 1.00 1980 1.00: 1980 f 1900 4.0 1.00; 0.97 1.00 0.85 1.00 1549 1.00 1549 1900 4.0 1.00 1.00 1.00 1.00 0.95 1787 0.95 1787 Volume (vph) 6 103 380 80 2 33 1298 02 37 142 278 412 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.85 0.85 0.85 0.85 0.75 0.75 0.75 0.91 Adj. Flow (vph) 7 114 422 99 •? 39 1527 ^ 73 49 189 371 453 RTOR Reduction (vph) 0 0 0 63 0 0 0 43 0 0 124 0 Lane Group Flow (vph) 0 121 : 422 36 0 41 1527 30 49 189 247 453 Confl. Peds. (#/hr) 12 12 12 8 1% 8 1% Heavy Vehicles (%) 1% 1% 1% ; 1% 1% 1% 1% 1% 1% ; 1% 1% 1% Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension's) Prot 1 Prot 1 10.0 10.0 0.08 4.0 3.0 6 48.0 48.0 0.37 4.0 3.0 Perm 6 48.0 48.0 0.37 4.0 3.0 Prot 5 Prot 5 16.0 16.0 0.12 4.0 3.0 54.0 54.0 0.41 4.0 3.0 Perm 2 54.0 54.0 0.41: 4.0 3.0 7.5 7.5 0.06 4.0 3.0 8 18.0 18.0 0.14 4.0 3.0 Perm 8 i8.o;? 18.0 6.i4:i 4.0 3.0] 32.8 32.8 0.25 4.0 3.0 Lane Grp Cap (vph) 137 1381 v/s Ratio Prot c0.07 0.11 v/s Ratio Perm v/c Ratio 0.88 0.31 Uniform Delay, di 59.8 29.5 Progression Factor 1.00 1.00 incremental Delay, d2 43.8 0.1 Delay (s) 103.6 29.6 Level of Service F C Approach Delay (s) 43.2 Approach LOS D If HCM Average Control Delay 68.0 HCM Volume to Capacity ratio 1.01 Actuated Cycle Length (s) 130.8 Intersection Capacity Utilization 94.3% Analysis Period (min) 15 c : Critical Lane Group 587 0.02 0.06 26.8 1.00 0.0 26.9 C 219 0.02 1553 cO.41 0.19 0.98 51.6 38.0 1.00 1.00 1.9 19.2 53.4 57.1 D E 55.5 E 633 0.02 0.05 23.0 1.00 0.1 23.1 C 102 0.03 0.48 59.8 1.00 3.5 63.3 E 272 0.10 0.69 53.8 1.00; 7.5 61.3 E 126.2 F 213 cO.16 1.16 56.4 1.00 111.1 167.5 F 448 CO.25 1.01 49.0 1.00 45.3 94.3 F HCM Level of Service Sum of lost time (s) ICU level of Service 16.0 F Existing AM Peak Hour 12:00 am 3/21/2006 Existing AM Peak Hour Linscott Law & Greenspan Engineers Synchro 6 Report Page 3 HCM Signalized Intersection Capacity Analysis ^ .-. ^ n...-! o -r I, A.,«„..„ 3/21/2006 / SWT t/ S.V" LanSiConfigurations +^ Ideal Flow (vphpl) 2000 1900 Total Lost time (s) 4.0 lane Util. Factor 0.95 Frpb, ped/bikes 1.00 Flpb, ped/bikes 1.00 Frt 0.99 Fit Protected 1.00 Satd. Flow (prot) 3707 Fit Permitted 1.00 Satd. Flow (perm) 3707 Volume (vph) 252 27 Peak-hour factor, PHF 0.91 0.91 Adj. Flow (vph) 277 RTOR Reduction (vph) 5 Lane Group Flow (vph) 302 Confl. Peds. (#/hr) Heavy Vehicles (%) 1% 1% Turn Type Protected Phases 4 Permitted Phases Actuated Green, G (s) 43.3 Effective Green, g (s) 43.3 Actuated g/C Ratio 0.33 Clearance Time (s) 4.0 Vehicle; Extension (s) 3.0 Lane Grp Cap (vph) 1227 v/s Ratio Prot 0.08 v/s Ratio Perm v/c Ratio 0.25 Uniform Delay di 31.9 Progression Factor 1.00 Incremental Delay, d2 0.1 Delay (s) 32.0 Level of Service C Approach Delay (s) 69.1 Approach LOS E Intersection Summary Existing AM Peak Hour 12:00 am 3/21/2006 Existing AM Peak Hour Synchro ^ Report Unscott Law & Greenspan Engineers Queues 3: Chestnut Avenue & El Camino Real 3/21/2006 Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio 259 207 375 220 329 26 1375 0.81 0.37 0.77 0.77 0.12 0.20 0.72 33.4 4.7 25.7 42.1 7.7 27.9 18.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 33.4 4.7 25.7 42.1 7.7 27.9 18.0 75 0 103 70 ; 15 8 142 #119 23 137 #137 32 28 189 1762 1581 ; 400 4529 ; 500 1725 355 598 542 290 2850 129 1914 0 0 0 0 0 0 0 0 0 0 0 ; 0 0 0 0 0 0 0 0 0 0 0.73 : 0.35 0.69 0.76 0.12 0.20 0.72 # 95th percentile volume exceeds capacity, queue may be longer.; Queue shown is maximum after two cycles. Existing AM Peak Hour 12:00 am 3/21/2006 Existing AM Peak Hour Linscott Law & Greenspan Engineers Synchro 6 Report Page 1 Queues 3/21/2006 Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio t r i ji / / SBL SBT S6R NEL NET NER o vV L SWT 121 422 99 41 1527 73 49 189 371 453 307 0.88 0.30 0.15 0.19 0.98 ; 0.11 0.42 ; 0.69 1.09 1.03 0.25 110.0 29.8 5.5 53.6 55.5 5.5 59.1 67.3 108.2 98.6 32.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 110.0 29.8 5.5 53.6 55.5 5.5 59.1 67.3 108.2 98.6 32.4 103 ; '32 0 ; 32 658 0 40 154 -242 '408 97 #219 175 38 64 #718 26 68 192 #301 #618 142 870 4529 2059 2541 1000 250 250 1000 200 100 250 137 1559 720 220 1563 680 281 274 339 440 1241 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ; 0 0 0 0 0 0 0 0 0 0 0 0 0.88 0.27 0.14 0.19 0.98 0.11 0.17 0.69 1.09 1.03 0.25 Volume exceeds capacity, queue Is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capaci^, queue may be longer. Queue shown is maximum after two cycles. Existing AM Peak Hour 12:00 am 3/21/2006 Existing AM Peak Hour Linscott Law & Greenspan Engineers Synchro 6 Report Page 2 HCM Signalized Intersection Capacity Analysis 3: Chestnut Avenue & El Camino Real 3/21/2006 Movement EBl EBT EBR WBL NBL t A •.41 Nb^ L^ V i SBU SBL SBT Lane Configurations 4 f* ideal Fiow (vphpl) 1900 2000 1900 Total Lost time (s) 4.0 4.0 Lane Util. Factor 1.00 1.00 Frpb, ped/bikes 1.00 0.98 Flpb. ped/bikes 1.00 1.00 Frt 1 00 0.85 Fit Protected 0.99 1.00 Satd. Flow (prot) 1937 1552 Fit Permitted 0.91 1.00 Satd. Flow (perm) 1787 1552 1900 2000 4.0 1.00; 1.00 1.00 0.96 0.99 1875 0.93 1749 1900 1900 4.0 1.00 1.00 1.00 1.00 0.95 1770 0.95 1770 2000 4.0 0.91 1.00 1.00 1.00 1.00 5329 1.00: 5329 1900 1900 5 1900 4.0 1.00 1.00 1.00 1.00 0.95 1770 0.95 1770 2000 4.0 0.91 1.00 1.00 0.98 1.00 5237 1.00 5237 532 Volume (vph) 41 143 65 Peak-hour factor, PHF 0.76 0.76 0.76 Adj. Flow (vph) 54 188 86 RTOR Reduction (vph) 0 0 67 Lane Group Flow (vph) 0 242 19 Confl. Peds. (#/hr) 8 8 18 69 32 151 1241 39 3 59 0.73 0.73 0.73 0.81 0.81 0.81 0.98 b.98 25 95 44 186 1532 48 3 60 0 27 0 0 5 0 0 0 0 '.37 0 186 1575 0 0 63 Perm ; Prot ; Prot ; Prot 8! 5 2 1 1 0.98 543 36 599 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green. g(s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Prot 4! 4 12.0 12.0 0.22 4.0: 3.0 custom 4; 12.0 xm 0.22 4.0 3.0 12.0 12.0 0.22 4.0 3.0 8.8 8.8 0.16 4.0 3.0 28.0 28.0 0.51 4.0 3.0 3.0 3.0 0.05 4.0 3.0 07 6 22.2 22.2 0.40 4.0 3.0 2114 lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, di Progression Factor Incremental Delay d2 Delay (s) Level of Service Approach Delay (s) Approach LOS 390 339 cO.14 0.62 19^ 1.00 3.1 22.5 C 21.1 C 0.01 0.06 17.0 1.00 0.1 17.1 B 382 0.08 0.36 18.2 1.00 0.6 18.8 8 18.8 B 283 0.11 0.66 21.7 1.00 5.4 27.1 C 2713 c0.30 0.58 9.4 1.00 0.9 10.3 B 12.1 B; cO.04 0.11 0.65 25.5 1.00 14.0 39.5 D 0.28 11.0 I. 00 0.3 II. 4 B 13.9 B HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cyde length (s) Intersection Capacity Utilization Analysis Period (min) ! Phase conflict between lane groups, c Critical lane Group 13.9 0.60 55.0 56.9% 15: HCM Level of Service; Sum of lost time (s) ICU Level of Service 12.0 B Existing PM Peak Hour 5:00 pm 3/21/2006 Existing PM Peak Hour Linscott Law & Greenspan Engineers Synchro 6 Report Page 1 HCM Signalized Intersection Capacity Analysis « ^. . . ^ o ,-. ^ . „ r-.„„i 3/21/2006 V rflnvpmpn* -SP" l49fif^ Configurations Ideal Flow (vphpl) 1900 Total Lost time (s) lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Fit Protected Satd. Flow (prot) Fit Permitted Satd. Flow (perm) Volume (vph) 90 Peak-hour factor, PHF 0.98 Adj. Flow (vph) 92; RTOR Reduction (vph) 0 lane Group Flow (vph) 0 Confl. Peds. (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time(s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay di Progression Factor Incremental Delay. d2 Delay (s) Level of Service Approach Delay (s) AppJoadi;^ ar Existing PM Peak Hour 5:00 pm 3/21/2006 Existing PM Peak Hour Synchro 6 Repor^ Linscott Law & Greenspan Engineers HCM Signalized Intersection Capacity Anaiysi: 6: El Camino Real & Tamarack Avenue 3/21/2006 t r T SBR NEL NET NER SWL SW Lane Configurations Ideai Flow (vphpl) Total Lost time (s) lane U^l. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Fit Protected Satd. Flow (prot) Fit Permitted 1900: 4.0 1.00 1.00 1.00 1.00 0.95; 1787 0.95 tt 2000 4.0 0.95; 1.00 1.00 1.00 1.00 3762 1.001 f 1900 4.0 1.00 1.00 1.00 0.85 1.00; 1599 1.00 1599 1900 & 1900 4.0 1.00 1.00 1.00 1.00 0.95; 1787 0.95 1787 tt 2000 4.0 0.95 1.00 1.00 1.00 1.00 3762 1.00 3762 f 1900 4.0 1.00: 0.97 1.00 0.85 1.00 1547 1.00 1547 1900 4.0 1.00 1.00 1.00 1.00 0.95 1787 0.95 1787 t 2000 4.0 1.00 1.00 1.00: 1.00 1.00 1980 1.00 1980 f 1900 4.0 1.00 0.97 1.00 0.85 1.00 1558 1.00 1558 1900 4.0 1.00 1.00 1.00 1.00 0.95 1787 0.95 1787 t^ 2000 4.0 0.95 1.00 1.00 0.99 1.00 3736 1.00 3736 Volume (vph) 165 1396 261 3 23 526 63 20 '.50 63 87 132 Peak-hour factor, PHF 0.90 0.90 0.90 0.85 0.85 0.85 0.85 0.75 0.75 0.75 0.91 0.91 Aclj. Flow (vph) 183 1551 290 4 27 619 74 30 212 84 96 145 RTOR Reduction (vph) 0 0 133 0 0 0 43 0 0 71 0 3 lane Group Flow (vph) 183 1551 157 0 31 619 31 39 212 13 96 149 Confl. Peds. (#/hr) 12 12 12 8 8 1% 1% Heavy Vehicles (%) 1% 1% 1% 1% 1% 1% 1% ; 1% 1% ; 1% 1% 1% Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Prot 1 6 13.7 36.5 13.7 36.5 0.15 0.40 4.0 4.0 3.0 3.0 Perm 6 36.5 36,5 0.40 4.0 3.0 Prot 5 Prot 5 16.2 16.2 0.18 4.0 3.0 39.0 39.0 0.42 4.0 3.0 Perm £ 39.0J 39.0 0.4f 4.0 ZM Prot 3 4.8 4.8 0.05 4.0 3.0 8 14.7 14.7 0.16 4.0 3.0 Perm 8 14.71 14.7 0.16 4.0 3.0 8.5 8.5 0.09 4.0 3.0 18.4 18.4 0.20 4.0 3.0 Lane Grp Cap (vph) 266 1494 635 v/s Ratio Prot cO.lO c0.41 v/s Ratio Perm 0.10 v/c Ratio 0.69 1.04 0.25 Uniform Delay di 37.1 27.7 18.5 Progression Factor 1.00 1.00 1.00 Incremental Delay d2 7.2 33.8 0.2 Delay (s) 44.3 61.5 18.7 Level of Service DEB Approach Delay (s) 53.8 Approach LOS D 315 0.02; 0.10 31.7 1.00 0.6 32.4 C 1596 0.16 0.39 18.2 1.00 0.7 18.9 B 19.2 B 657 0.02 0.05 15.5 1.00; 0.1 15.7 B 93 0.02 0.42 42.2 1.00 3.0 45.2 D 317 cO.11 0.G7 36.3 1.00 5.3 41.6 D 39.8 D 249 0.01 0.05 32.7 1.00; 0.1 32.8 C 165 CO.05 0.58 40.0 1.00; 5.1 45.1 D 748 0.04 0.20 30.6 1.00 0.1 30.7 C 36.3 D HCM Average Control Delay 43.6 HCM Volume to Capacity ratio 0.82 Actuated Cycle Length (s) 91.9 Intersection Cs^iacity Utilizatbn 67.4% Analysis Period (min) 15 c Critical lane Group HCM Level of Service Sum of lost time (s) ICU Level of Service 16.0 C Existing PM Peak Hour 5:00 pm 3/21/2006 Existing PM Peak Hour Linscott Law & Greenspan Engineers Synchro 6 Report Page 3 HCM Signalized Intersection Capacity Analysis 6: El Camino Real & Tamarack Avenue 3/21/2006 Lafifk Configurations Ideal Flow (vphpl) 1900 Total Lost time (s) Lane USl. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Fit Protected Satd, Flow (prot) Fit Permitted Volume (vph) 6 Peak-hour factor, PHF 0.91 Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Heavy Vehteles (%) 1% Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, di Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary Existing PM Peak Hour 5:00 pm 3/21/2006 Existing PM Peak Hour Synchro 6 Report Linscott Law & Greenspan Engineers ^^9® Queues 3/21/2006 Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio > ^ t V i f=BR NBL NBT SBT 242 86 164 186 1580 63 635 o.t;3 0.21 ; 0.40 0.58 0.55 0.39 0.29 21.9 5.3 15.1 25.4 10.9 31.2 12.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 21.9 5.3 15.1 25.4 10.9 31.2 12.0 72 0 36 55 130 ; 20 47 97 18 55 95 171 51 80 1762 1581 4529 1725 400 500 514 512 538 366 2867 161 ; 2224 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.47 0.17 0.30 0.51 0.55 0.39 0.29 Existing PM Peak Hour 5:00 pm 3/21/2006 Existing PM Peak Hour Linscott Law & Greenspan Engineers Synchro 6 Report Page 1 Queues 6: El Camino Real & Tamarack Avenue 3/21/2006 Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue length 50th (ft) Queue Length 95th (ft) internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio SWL Nfcf SWT 183 1551 290 31 619 74 39 212 84 96 152 0.68 1.02 0.37 0.10 0.38 0.10 0.27 0.66 0.26 0.54 : 0.20 43.3 58.1 7.7 35.5 21.2 6.0 43.1 40.2 9.2 48.0 30.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ; 0.0 0.0 0.0 o:o 43.3 58.1 7.7 35.5 21.2 6.0 43.1 40.2 9.2 48.0 30.3 103 -541 26 16 135 ; 0 22 119 0 55 38 179 #750 92 41 200 26 46 157 25 111 68 870 4529 2050 2541 1000 250 250 1000 200 100 250 343 1519 777 321 1624 709 279 433 406 2-0 828 0 0 0 0 0 0 0 0 0 0 0 0 0 ; 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.53 1.02 0.37 0.10 0.38 0.10 0.14 0.49 0.21 0.46 0.18 - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Existing PM Peak Hour 5:00 pm 3/21/2006 Existing PM Peak Hour Linscott Law & Greenspan Engineers Synchro 6 Report Page 2 APPENDIX D YEAR 2030 (WITHOUT IMPROVEMENTS) SIGNALIZED INTERSECTION HCM CALCULATION SHEETS LiNscon, LAW & GREENSPAN, engineers LLG Ref. 3-05-6291 El Camino Real Widening Traffic Study HCM Signalized Intersection Capacity Analysis 3: Chestnut Avenue & El Camino Real 3/21/2006 ML NBR JiL SBT Lane Configurations 4 f 4* tt^ & ttl* Ideal Flow (vphpl) 1900 ; 2000 1900 1900 2000 1900 1900 2000 1900 1900 1900 2000 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.91 ; 1.00 0.91 Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 0.98 1.00 1.00 1.00 0.98 Fit Protected 0.98 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1917 1547 1916 1770 5347 1770 5271 Fit Permitted 0.50 1.00 0.95 0.95 ; 1.00 0.95 1.00 Satd. Flow (perm) 973 1547 1829 1770 5347 1770 5271 Volume (vph) 120 160 240 30 280 50 260 1300 10 3 30 ; 1750 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.98 0.98 Adj. Flow (vph) 130 174 261 33 304 54 283 1413 ; 11 3 ; 31 1786 RTOR Reduction (vph) 0 0 186 0 8 0 0 1 0 0 0 19 lane Group Flow (vph) 0 304 75 0 383 0 283 1423 0 0 34 1971 Confl. Peds. (#/hr) 8 8 Turn Type Prot custom Perm Prot : Prot Prot Protected Phases 4! 8! 5 2 1 1 6 Permitted Phases 4 4 8 Actuated Green, G (s) 22.0 22.0 22.0 13.6 39.6 3.0 29.0 Effective Green, g (s) 22.0 22.0 22.0 13.6 39.6 3.0 29.0 Actuated g/C Ratio 0.29 0.29 0.29 0.18 0.52 0.04 0.38 Clearance Time (s) 4.0 4.0 : 4.0 4.0 4.0 ; 4.0 : 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, di Progression Factor Incremental Delay, d2 Delay (s) level ,of Sen/ice Approach Delay (s) Approach LOS 279 444 00.3-: 1.09 27.3 1.00 79.9 107.2 F 67.2 b 0.05 0.17 20.5 1.00 0.2; 20.6 C 525 0.21 0.73 24 6 1.00 5- 29.7 C 29.7 C 314 cO.16 0.90 30.8 1.00 27.2 58.1 E 2764 0.27 0.51 12.2; 1.00 0.7 12.9 B 20.4 C 69 1996 0.02 cO.37 0.49 36.1 1.00 5.4 41.5 D 0.99 23.6 1.00 17.4 41.1 D 41.1 D HCM Average Control Delay 35.7; HCM Volume to Capacity ratio 1.00 Actuated Cycle Length (s) 76.6 Intersection Capacity Utilization 98.2% Analysis Period (min) 15 ! Phase conflict between lane groups, c Critical lane Group HCM level of Service Sum of lost fime (s) ICU Level of Service 12.0 F 2030 AM Peak Hour 12:00 am 3/17/2006 2030 Linscott Law & Greenspan Engineers Synchro 6 Report Page 1 HCM Signalized Intersection Capacity Analysis 3: Chestnut Avenue & El Camino Real 3/21/2006 V Movement SBR l^ffr Co nflgu rations Ideal Flow (vphpl) 1900 Total Lost time (s) lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Fit Protected Satd. Flow (prot) Fit Pemiitted Said. Flow (perm) Volume (vph) 200 Peak-hour factor, PHF 0.98 Adj. Flow (vph) 204 RTOR Reduction (vph) 6 Lane Group Flow (vph) Confl. Peds. (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, di Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summdry 2030 AM Peak Hour 12:00 am 3/17/2006 2030 Synchro 6 Report Linscott Law & Greenspan Engineers ^^9® ^ HCM Signalized Intersection Capacity Analysis 6: El Camino Real & Tamarack Avenue 3/21/2006 t r i J t/ Movement NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Conflguraflons tt f & tt f t f t^ Ideal Flow (vphpl) 1900 2000 1900 ; 1900 2000 1900 1900 2000 1900 1900 2000 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 lane Util. Factor 1.00 ; 0.95 ; 1.00 1.00 0.95 1.00 1.00 1.00 1,00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.97 1.00 1.00 Flpb, ped/bikes 1.00 ; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 : 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.98 Fit Protected 0.95 1.00 ; 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1787 3762 1599 1787 3762 1527 1787 1980 1544 1787 3673 Fit Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1787 3762 1599 1787 3762 1527 1787 1980 1544 1787 3673 Volume (vph) 179 1504 85 41 1944 30 40 132 386 377 127 24 Peak-hour factor, PHF 0.92 0.92 0.92 0.95 0.95 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 195 -635 92 43 2046 32 43 ; 143 420 410 138 26 RTOR Reduction (vph) 0 0 28 0 0 18 0 0 136 0 10 0 lane Group Flow (vph) 195 1635 64 43 2046 14 43 ; 143 ; 284 410 154 0 Confl. Peds. (#/hr) 12 12 8 8 Heavy Vehicles (%) 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% Turn Type Prot Perm Prot Perm Prot Perm Prot Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 8 Actuated Green, G (s) 14.0 65.0 65.0 17.0 68.0 68.0 7.7 23.0 ; 23.0 29.8 45.1 Effective Green, g (s) 14.0 65.0 65.0 17.0 68.0 68.0 7.7 23.0 23.0 29.8 45.1 Actuated g/C Ratio 0.09 0.43 0.43 0.11 0.45 0.45 0.05 0.15 0.15 0.20 0.30 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 166 1622 689 201 1696 689 91 302 235 353 1098 v/s Ratio Prot 0.11 cO.43 0.02 CO.54 0.02 0.07 ; cO.23 0.04 v/s Ratio Perm 0.04 0.01 c0.18 v/c Ratio 1.17 1.01 0.09 0.21 1.21 0.02 0.47 0.47 : 1.21 1.16 0.14 Uniform Delay, di 68.4 42.9 25.4 60.8 41.4 22.9 69.6 58.4 63.9 60.5 38.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ; 1.00 1.00 1.00 Incremental Delay. d2 124.6 24.3 0.1 2.4 98.7 0.1 3.8 1.2 126.0 99.5 0.1 Delay (s) 193.0 : 67.2 25.5 63.2 140.1 23.0 73.4 59.5 189.9 160.0 38 7 Level of Service F E C E F C E E F F D Approach Delay (s) 78.0 ; 136.8 150.9 125.3 Approach LOS E F F F •••> HCM Average Control Delay 115.5 HCM Volume to Capacity ratio 1.16 Actuated Cycle Length (s) 150.8 Intersection Capacity Utilization 106.7% Analysis Period (min) 15 c" Critical Lane Group i='"lfL:1lii:;:':S:v'; HCM Level of Service Sum of lost time (s) ICU Level of Service 12.0 G 2030 AM Peak Hour 12:00 am 3/17/2006 2030 Linscott Law & Greenspan Engineers Synchro 6 Report Page 3 Queues 3: Chestnut Avenue & El Camino Real 3/21/2006 > *-t V i lane Group EBT EBR WBT NPI NBT SBL SBT Lane Group Flow (vph) 304 261 391 283 1424 34 1990 v/c Ratio 1.04 0.41 0.72 1.00 0.50 0.30 0.97 Control Delay 92.8 5.1 31.9 88.7 12.8 40.9 36.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 92.8 5.1 31.9 88.7 12.8 40.9 36.9 Queue Length 50th (ft) -155 0 157 133 162 15 319 Queue Length 95th (ft) #302 50 #260 #283 203 42 #439 Internal Link Dist (ft) 1762 1581 4529 1725 Turn Bay Length (ft) 400 500 Base Capacity (vph) 293 638 545 283 2825 113 2057 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 1.04 0.41 0.72 1.00 0.50 0.30 0.97 Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 2030 AM Peak Hour 12:00 am 3/17/2006 2030 Linscott Law & Greenspan Engineers Synchro 6 Report Page 1 Queues 6: El Camino Real & Tamarack Avenue 3/21/2006 t r i J / / / ^ NBT NER SWT Lane Group Flow (vph) 195 1635 92 43 2046 32 43 143 420 410 164 v/c Ratio 1.17 1.00 0.13 0.21; 1.20 0.05 0.41 0.47; 1.13 1.19 0.15 Control Delay 178.4 65.1 12.9 63.4 132.7 7.2 70.2 63.7 '119.4 160.6 36.8 Queue Delay 0.0 0.0 0.0 0.0: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 178.4 65.1 12.9 63.4 132.7 7.2 70.2 63.7 119.4 160.6 36.8 Queue length 50th (ft) -226 -840 24 39 -1274 0 41 129 -333 -481 57 Queue Length 95th (ft) #393 #1014 60 80 #1406 21 83 203 #553 #696 91 Internal link Dist (ft) 870 4529 2059 2541 Turn Bay Length (ft) 1000 250 250 1000 200 100 250 Base Capacity (vph) 167; 1630 72-203 1705 710 190 304 373 345 1113 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.17 1.00 0.13 0.2-. 1.20 0.05 0.23 0 47 1.13 1.-9 0.15 Intersection Summary ma • --• - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 2030 AM Peak Hour 12:00 am 3/17/2006 2030 Linscott Law & Greenspan Engineers Synchro 6 Report Page 2 HCM Signalized Intersection Capacity Analysis 3: Chestnut Avenue & El Camino Real 3/21/2006 > *-t A l# V i Movemem EBl EBT WBl WBT weR NBL NBR SBU SBL Lane Configurations 4 f 4* tt^ & tt^ ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 1900 2000 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 lane Util. Factor 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 0.96 1.00 1.00 1.00 0.99 Fit Protected 0.99 1.00 0.99 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1934 1551 1878 1770 5328 1770 5283 Fit Permitted 0.89 1.00 ; 0.93 0.95 1.00 0.95 1.00 Satd, Flow (perm) 1742 1551 1765 1770 5328 1770 5283 Volume (vph) 60 180 110-2(; 90 40 230 1580 50 3 70 1470 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.96 0.96 0.96 0.92 0.92 0.92 Adj. Flow (vph) 65 196 120 22 98 ; 43 240 1646 52 3 76 1598 RTOR Reduction (vph) 0 0 94 0 23 0 0 5 0 0 0 18 lane Group Flow (vph) 0 261 20 0 140 0 240 1693 0 0 79 1732 Confl. Peds. (#/hr) 8 8 Turn Type Prot custom Perm Prot Prot Prot Protected Phases 4! 8! 5 2 1 1 6 Permitted Phases 4 4 8 Actuated Green, G (s) 12.7 12.7 12.7 11.4 30.1 3.4 22.1 Effective Green, g (s) 12.7 12.7 12.7 11.4 30.1 3.4 22.1 Actuated g/C Ratio 0.22 0.22 0.22 0.20 0.52 0.06 0.38 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 380 338 385 347 2750 103 2006 v/s Ratio Prot cO.14 cO.32 0.04 cO.33 v/s Ratio Perm cO.15 0.02 0.08 v/c Ratio 0.69 0.08 0.36 0.69 0.61 0.77 0.86 Uniform Delay, di 20.9 18.1 19.3 21.8 9.9 27.0 16.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 incremental Delay, d2 5.1 0.1 0.6 5.9 1.0 28.3 5.2 Delay (s) 26.0 18.2 19.9 27.6 11.0 55.3 21.9 Level of Service C B B C B E C Approach Delay (s) 23.6 19.9 13.0 23.3 Approach IDS C B B C Intersection Summary HCM Average Control Delay 18.6 HCM Volume to Capacity ratio 0.71 Actuated Cycle length (s) 58.2 Intersection Capacity Utilization 76.2% Analysis Period (min) 15 ! Phase conflict between lane groups, c Critical lane Group HCM level of Service Sum of lost time (s) ICU Level of Service 8.0 D Year 2030 PM Peak Hour 12:00 pm 3/20/2006 2030 PM Peak Hour Linscott Law & Greenspan Engineers Synchro 6 Report Page 1 HCM Signalized Intersection Capacity Analysis 3: Chestnut Avenue & Ei Camino Real 3/21/2006 l^^tl^ Co nflgu rations Ideal Flow (vphpt) 1900 Total Lost time (s) lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Fit Protected Satd. Flow (prot) Fit Permitted Satd. Flow (perm) Volume (vph) 140 Peak-hour factor, PHF 0.92 Adj. Flow (vph) 152 RTOR Reduction (vph) 0 Lane Group Flow (vph) 0 Confl. Peds. (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS intersection Summary Year 2030 PM Peak Hour 12:00 pm 3/20/2006 2030 PM Peak Hour Synchro 6 Report Linscott Law & Greenspan Engineers ^^Q^ 2 HCM Signalized Intersection Capacity Analysis 6: El Camino Real & Tamarack Avenue 3/21/2006 t r 1 / V'., •' .' NBL NBT NBR SBL SBT NEL NET NER SWL SWT ...1 Lane Conflgurations tt tt t tli ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 19O0 2000 1900 1900 2000 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 lane Utii. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.97 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0,85 1,00 1.00 0.85 1.00 0.97 Fit Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1,00 Satd. Flow (prot) 1787 3762 1599 1787 3762 1527 1787 1980 1544 1787 3657 Rt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1787 3762 1599 1787 3762 1527 1787 1980 1544 1787 3657 Volume (vph) 683 1769 477 53 1439 82 37 180 147 176 220 51 Peak-hour factor, PHF 0.96 0.96 0.96 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 711 1843 497 58 1564 89 40 196 160 191 239 55 RTOR Reduction (vph) 0 0 136 0 0 57 0 0 98 0 12 0 Lane Group Flow (vph) 711 1843 361 58 1564 32 40 196 62 191 282 0 Confl. Peds. (#/hr) 12 12 8 8 Heavy Vehicles {%) 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% Turn Type Prot Perm Prot Perm Prot Perm Prot Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 8 Actuated Green, G (s) 48.0 86.0 86.0 16.0 54.0 54.0 7.5 16.0 16.0 16.8 25.3 Effective Green, g (s) 48.0 86.0 86.0 16.0 54.0 54.0 7.5 16.0 16.0 16.8 25.3 Actuated g/C Ratio 0.32 0.57 0.57 0.11 0.36 0.36 0.05 0.11 0.11 0.11 0.17 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 569 2145 912 190 1347 547 89 210 164 199 614 v/s Ratio Prot cO.40 0.49 0.03 cO.42 0.02 CO.10 c0.11 0.08 v/s Ratio Perm 0.23 0.02 0.04 v/c Ratio 1.25 0.86 0.40 0.31 1.16 0.06 0.45 0.93 0.38 0.96 0.46 Uniform Delay, di 51.4 27.3 18.0 62.3 48.4 31.7 69.6 66.9 62.8 66.7 56.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 126.4 3.7 0.3 4.1 81.1 0.2 3.6 43.5 1.4 51.6 0.5 Delay (s) 177.8 31.0 18.3 66.4 129.5 31.9 73.2. 110.4 64.2 118.2 57.1 Level of Service F C B E F C E F E F E Approach Delay (s) 63.1 122.3 88.0 81.2 Approach LOS E F F F Iniersection Summary HCM Average Control Delay 84.4 HCM Volume to Capacity ratio 1.14 Actuated Cycle Length (s) 150.8 Intersection Capacity Utilization 108.7% Analysis Period (min) 15 c Critical Lane Group HCM Level of Service Sum of lost time (s) ICU level of Service 16.0 G Year 2030 PM Peak Hour 12:00 pm 3/20/2006 2030 PM Peak Hour Linscott Law & Greenspan Engineers Synchro 6 Report Page 3 Queues 3: Chestnut Avenue & El Camino Real 3/20/2006 > ^ t V i lane Group EBT EBR WBT NBL NBT SBL SBT Lane Group Flow (vph) 261 120 163 240 1698 79 1750 v/c Ratio 0.66 ; 0.27 0.39 0.79 0.60 0,46 0.84 Control Delay 24.7 5,6 17.0 43.1 12.0 34.2 21.3 Queue Delay 0.0 0.0 ; 0.0 0.0 0.0 0.0 0.0 Total Delay 24.7 5.6 17.0 43.1 12.0 34.2 21.3 Queue length 50th (ft) 81 0 38 80 160 26 192 Queue Length 95th (ft) 146 33 82 #191 227 64 #305 internal Link Dist (ft) 1762 1581 4529 1725 Turn Bay Length (ft) 400 500 Base Capacity (vph) 473 503 497 312 2837 176 2080 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.55 0.24 0.33 0.77 0.60 0.45 0.84 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Year 2030 PM Peak Hour 12:00 pm 3/20/2006 2030 PM Peak Hour Linscott Law & Greenspan Engineers Synchro 6 Report Page 1 Queues 6: El Camino Real & Tamarack Avenue 3/20/2006 Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWl SWT Lane Group Flow (vph) 711 1843 497 v/c Ratio 1.24 0.85 0.47 Control Delay 166.0 31.8 7.6 Queue Delay 0.0 0-0 0.0 Total Delay 166.0 31.8 7.6 Queue length 50th (ft) -862 766 86 Queue Length 95th (ft) #1110 877 169 Internal Link Dist (ft) 870 Turn Bay Length (ft) 1000 250 Base Capacity (vph) 572 2157 1052 Starvation Cap Reductn 0 0 0 Spillback Cap Reductn 0 0 0 Storage Cap Reductn 0 0 0 Reduced v/c Ratio 1.24 0.85 0.47 58 0.30 66.6 0.0 66.6 53 101 250 191 0 0 0 0.30 1564 1.16 121.5 0.0 121.5 -946 #1086 4529 1354 0 0 0 1.16 89 0.15 6.4 0.0 6.4 0 39 1000 607 0 0 0 0.15 40 0.39 70.3 0.0 70.3 38 79 200 180 0 0 0 0.22 196 0.93 111.3 0.0 111.3 193 #350 2059 211 0 0 0 0.93 160 0.61 32.4 0.0 32.4 46 127 100 263 0 0 0 0.61 191 1.00 130.6 0.0 130.6 -191 #358 250 191 0 0 0 1.00 294 0.47 57.4 0.0 57,4 133 188 2541 629 0 0 0 0.47 - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Year 2030 PM Peak Hour 12:00 pm 3/20/2006 2030 PM Peak Hour Linscott Law & Greenspan Engineers Synchro 6 Report Page 2 APPENDIX E YEAR 2030 (WITH IMPROVEMENTS) SIGNALIZED INTERSECTION HCM CALCULATION SHEETS LINSCOTT, LAW & GREENSPAN, engineers LLG ReL 3-05-6291 Rl Camino Real Widening Traffic Study HCM Signalized Intersection Capacity Analysis 6: El Camino Real & Tamarack Avenue 3/21/2006 t r U i / t/ NB|. NBT NBR s-SST SBR NEL NET NER SWL SWT SWR Lane Configurations ttt 5 ttl^ ^ t f t1^ Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1,00 1.00 1.00 0.85 1.00 0.98 Fit Protected 0.95 1.00 1.00 0.95 1.00 0.95 ; 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3467 5406 1599 1787 5390 1787 1980 1552 1787 3673 Fit Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3467 5406 1599 1787 5390 1787 1980 1552 1787 3673 Volume (vph) 179 1504 85 41 1944 30 40 132 386 377 127 24 Peak-hour factor, PHF 0.92 0.92 0.92 0.95 0.95 0,95 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 195 1635 92 43 2046 32 43 143 420 410 138 26 RTOR Reduction (vph) 0 0 51 0 1 0 0 0 109 0 11 0 Lane Group Flow (vph) 195 1635 41 43 2077 0 43 ; 143 311 410 153 0 Confl. Peds, (#/hr) 12 12 8 8 Heavy Vehicles (%) 1% 1% 1% 1% 1% 1% 1% 1% 1% : 1% 1% 1% Turn Type Prot Perm Prot Prot Perm Prot Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 8 Actuated Green, G (s) 7.0 37.2 37.2 16.0 46.2 7.2 23.8 23.8 27.0 43.6 Effective Green, g (s) 7.0 37.2 37,2 16.0 46.2 7.2 23.8 23.8 27.0 43.6 Actuated g/C Ratio 0.06 0.31 0.31 0.13 0.38 ; 0.06 0.20 0.20 0.22 0.36 Clearance Time (s) 4.0 4.0 4,0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 ; 3.0 Lane Grp Cap (vph) 202 1676 496 238 2075 107 393 308 402 1335 v/s Ratio Prot 0.06 cO.30 0.02 cO.39 ; 0.02 0.07 cO.23 0.04 v/s Ratio Perm 0.03 cO.20 v/c Ratio 0.97 0.98 0.08 0.18 1.00 0.40 0.36 1.01 1.02 0.11 Uniform Delay, di 56.4 40.9 29.3 46.2 36.9 54.3 41.6 48.1 46.5 25.4 Progression Factor 1.00 1.00 1.00 1.19 0.22 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 52.9 16.9 0.3 0,9 14.5 2.5 0.6 53.7 50.0 0.0 Delay (s) 109.3 57.8 29.6 55.7 22.8 56.8 42.1 101.8 96.5 25.4 Level of Service F E C E C E D F F C Approach Delay (s) 61.7 23.4 84.6 76.2 Approach LOS E C F E HCM Average Control Delay 50.4 HCM Volume to Capacity ratio 0.99 Actuated Cycle Length (s) 120.0 Intersection Capacity Utilization 92,0% Analysis Period (min) 15 c Critical Lane Group HCM Level of Service Sum of lost time (s) ICU Level of Service 12,0 F 2030 AM With Improvements 12:00 am 3/17/2006 2030 With Improvements Linscott Law & Greenspan Engineers Synchro 6 Report Page 1 Queues 6: El Camino Real & Tamarack Avenue 3/21/2006 t r i > / / / lane GrouD NBl NBT NBR SBT NEl NET NER SWL SWT Lane Group Flow (vph) 195 1635 92 43 2078 43 143 420 410 164 v/c Ratio 0.97 0.96 0.17 0.18 0.98 0.35 0.38 1.03 ; 1.02 0.12 Control Delay 111.5 53.8 10.1 56.4 20.7 54.3 45.6 85.6 96.2 24.2 Queue Delay 0.0 0.0 0.0 0.0 ; 0.0 0.0 0.0 : 0.0 0.0 0.0 Total Delay 111.5 53.8 10.1 56.4 20.7 54.3 45,6 85.6 96.2 24.2 Queue Length 5Qth (ft) 79 453 10 23 67 32 97 -257 -337 40 Queue Length 95th (ft) #156 #556 48 m31 #672 69 161 #462 #535 68 Interna! link Dist (ft) 870 4529 2059 2541 Turn Bay Length (ft) 1000 250 250 200 100 250 Base Capacity (vph) 202 1712 557 238 2113 ; r.M\ 380 407 402 1347 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.97 0.96 0.17 0.18 0.98 0.18 0.38 ; 1.03 1.02 0.12 Iniersectioft Summaryi # m Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. 95th percentile volume exceeds capadty, queue may be longer. Queue shown is maximum after two cycles. Volume for 95th percentile queue is metered by upstream signal. 2030 AM With improvements 12:00 am 3/17/2006 2030 With Improvements Linscott Law & Greenspan Engineers Synchro 6 Report Page 1 HCM Signalized Intersection Capacity Analysis 6: El Camino Real & Tamarack Avenue 3/21/2006 t f i < M 1 NBl NBT NBR SBL SBT SBR NEL NET NER -'H Lane Configurations V\ ttt r ttt f t f t^ Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4,0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.96 1,00 1.00 0.97 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.97 Fit Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3467 5406 1599 1787 5406 1541 1787 1980 1554 1787 3657 Fit Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd, Flow (perm) 3467 5406 1599 1787 5406 1541 1787 1980 1554 1787 3657 Volume (vph) 683 1769 477 53 1439 82 37 180 147 176 220 51 Peak-hour factor, PHF 0.96 0.96 0.96 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 711 1843 497 58 1564 89 40 196 160 191 239 55 RTOR Reduction (vph) 0 0 272 0 0 59 0 0 135 0 16 0 lane Group Flow (vph) 711 1843 225 58 1564 30 40 196 25 191 278 0 Confl. Peds. (#/hr) 12 12 8 8 Heavy Vehicles (%) 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% Turn Type Prot Perm Prot Perm Prot Perm Prot Protected Phases ; 1 6 5 2 3 8 7 4 Permitted Phases 6 2 8 Actuated Green, G (s) 26.0 44.4 44.4 19.0 37.4 37.4 5.4 16.3 16.3 14.3 25.2 Effective Green, g (s) 26.0 44.4 44.4 19.0 37.4 37.4 5.4 16.3 16.3 14.3 25.2 Actuated g/C Ratio 0.24 0.40 0.40 0.17 0.34 0.34 0.05 0.15 0.15 0.13 0.23 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4,0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 819 2182 645 309 1838 524 88 293 230 232 838 v/s Ratio Prot 0.21 CO.34 0.03 CO.29 0.02 cO.10 C0.11 0.08 v/s Ratio Perm 0.14 0.02 0.02 v/c Ratio 0.87 0.84 0.35 0.19 0.85 0.06 0.45 0.67 0.11 0.82 0.33 Uniform Delay, di 40.4 29.7 22.8 38.9 33.7 24,4 50.9 44.3 40.6 46.6 35.4 Progression Factor 1.00 1.00 1.00 0.85 0.37 0.09 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 9.7 4.2 1.5 1.0 4.0 0.2 3.7 5.7 0.2 20.5 0.2 Delay (s) 50.0 33.9 24.3 34.0 16.4 2.5 54.6 50.0 40.8 67.1 35.6 Level of Service D C C C B A D D D E D Approach Delay (s) 36.1 16.2 46.7 48.0 Approach LOS D B D D Ir-tersection Summary^"" . HCM Average Control Delay 31.8 HCM Volume to Capacity ratio 0.80 Actuated Cycle Length (s) 110.0 Intersection Capacity Utilization 79.0% Analysis Period (min) 15 c Critical Lane Group HCM Level of Service Sum of lost time (s) ICU Levei of Service 12.0 D Year 2030 PM With Improvements 5:00 pm 3/20/2006 2030 PM With Improvements Linscott Law & Greenspan Engineers Synchro 6 Report Page 3 Queues 6: El Camino Real & Tamarack Avenue 3/21/2006 lane Group NBL t NBT r NBR W SBL i SBT J SBR NEL NET NER / SWL SWT Lane Group Flow (vph) 711 1843 497 58 1564 89 40 196 160 191 294 v/c Ratio 0.87 0.82 0.53 0.19 0.82 0.15 0.31 0.74 0.46 ; 0.82 0.34 Control Delay 52.9 31.9 5.2 36.2 15.6 0.9 49.2 55.5 10.7 68.9 34.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 52.9 31.9 5.2 36.2 15.6 0.9 49.2 55.5 10.7 68.9 34.9 Queue length 50th (ft) 250 412 17 20 375 4 27 133 1 132 87 Queue Length 95th (ft) #346 476 89 m39 212 mO 62 209 60 #246 131 internal Link Dist (ft) 870 4529 2059 2541 Turn Bay Length (ft) 1000 250 250 1000 200 100 250 Base edacity (vph) 819 2261 03-; 308 1915 603 260 ; 306 374 244 ; 854 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 ; 0 0 0 0 0 0 0 ; 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.87 0.82 0.53 0.19 0.82 0.15 0.15 0.64 ; 0.43 0.78 0.34 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles, m Volume for 95th percentile queue is metered by upstream signal. Year 2030 PM With Improvements 5:00 pm 3/20/2006 2030 PM With Improvements Linscott Law & Greenspan Engineers Synchro 6 Report Page 1 APPENDIX F EXCERPTS FROM RBF CORRIDOR TRAFFIC STUDY LINSCOTT, LAWS GREENSPAN, engineers LLG Ref 3-05-6291 El Camino Real Widening Traffic Study Existing Geometry u 1 u > - [ O Tamarack Ave. | j J \ ^ r£. o tr E ra O • (23) CL I V Cannon Rd. [c El Camino Real J (24) -41 VV Ic —- r r 1 El Camino Real [c J free J m DJ OJ JN: 55-100214.001 December 2005 year 2030 Volume Base Analysis Geometry (22) ^ CM 5 £0 ^ 15 o cn T- CO t ^24/51 Tamarack Ave. k 40/37 J 132/180 — 386/147 >^ AM/PM s A t ^ [£ f OJ 0 1 oalco 1 1^ 1 . Recommended Improvements/ r 1 Tamarack Ave, |i J i Q: • o c E ro O UJ O CSJ CM CD CO ^ 5 CO in T- CO -'t CO T- T- '^^\ ^118/181 ^488/444 ^334/11 Cannon Rd, [c 202/243 276/669 -i- 137/125-^ AM/PM t r e c ^ c E CO C in 5 ro 03 O CO g iD ^ 1- < (22) ^HV J Tamarack Ave. [c J ovip ^ J o E ra O LU CM ro 03 Tj- CD CO CO El Camino Real 24/39 ^ 1703/1171 835/245 AM/PM ^ 765/775 -^1321/1675 ^119/58 ^ t r CM -:r cn CM o in CO T- co CM in CM CO CM ->5- > ? Cannon Rd. h tu tr o c £ CJ m Base geometry sufficient (g) ovIp -1* VV Ic n El Camino Real k J free Developer Funded ^- t K .£ IQ 03 DJ « O CJ Base geometry sufficient Intersection Geometrv and Traffic Volumes EXHIBITS (page 8 of 20)