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Home My WebLink AboutGPA 09-07; Palomar Commons; General Plan Amendment (GPA) (20); \rl ul:u>_,;tllv SYSTEMS ASSOCIATES, INC. ~~~P'l.A;fNING & TRAFFIC ENGJNEERlNG, MARKETING & PROJECT SUPPORT CONSULTANTS TO INDUSTRY AND GoVI;RNMENT E-MEMO E-Mail: T ATTN: Doug Bilse: Ciry of Carlsbad tlourr.bilw!la•cnrlsbadca. rrov FROM: ~-~~~/ Sam P. Kab, llj ~ TOTAL PAGES (IncL cover): 2+Attacbments DATE: May II, 2010 17ME: 2:21:26 PM JOB NUMBER: 001609 SUBJECT: Palomar Airport Commons Traffic Report-Reduction in Trip Generation Confidential Comm11nications This trnn.smlttal jg intended for the recipient named above. Unless otherwise expressly indicated, this entire co.nununkatian i.s conficfentirtl and privileged iu:tbrmntion. If you are not the intended recipient, do uot disclose, copy, distLitmte or use this lnl:bruwtioo.. If yon received this trnusmission in error~ please notify us immedi!!tely by telephone, at our e."\.]Jense and destroy the lnfonnntiou. The Palomar Airport Conunom prqject site plan has been revised slightly, resulting in slightly less trip generation ilian evaluated in our Traffic Impact Analysis for Palomar Airpmt Commons, dated Aprill4, 2010. The slight reductions in average daily and peak hour traffic volumes expected from ilie project will not change the conclusions of our Aprill4, 2010 report nor will any traffic mitigation measures descl'ibed in ilie repmt change in any way. Rather than prepare a revised report, which is not necessary since tile revised trip generation is less lllim previously evaluated, we are providing this addendum to document the revisions. The attached Figure 3-L Project Site Plan, has been re"ised to show ilie current uses, and Table 3-L Project Trip Generatiou, has also been revised. Compared with the previous site plan, ilie following changes have been made: • The "Drug Store" use has been deleted; • The "Retail and Deli-Type Food" uses have been increased; • The Home Improvement Store, Bank, and Gas Station remain the same; • The overall total building area remains ilie same. Compared with the previous trip generation, ilie following changes result from ilie revised site plan: • The average daily traffic decreases from 12,370 ADTto 11,883 ADT; • The AM peak hour inbound driveway traffic decreases from 416 VPH to 415 VPH; • The AM peak hour outbound driveway traffic decreases from 310 VPHto 309 VPH; • 'The PM peak hour inbound driveway traffic decreases from 494 VPH to 451 VPH; • The PM peak hour outbound driveway traffic decreases from 510 VPH to 472 VPH. 1 001609-0.5111 0-emmuo-DougBi /se-spk-L.doc 4540 Ke(1J71y Villa Road, Suite 106 • San Diego, C4 92123 • (1358) 5604911 • Fax (1358) 560-9734 DougBilse City of Carlsbad © [lrbmz Systems Associates, Inc. " Mrry 11, 2010 Based on this summary of site plan and trip generation changes, it can he concluded that the previous Aprill4, 2010 traffic report evaluated more project trips than the current site plan would generate. Therefore, the conclusions and mitigation recommendations in the Aprill4, 2010 report remam the same. Please contact us if you have any questions or need additional information. Cc: VanLyncb. Mark Radelow Andy Stevenson 2 001609-05111 0-ememo-DougBil:re-spk-Ldac 4540Keamy Villa Road, Suite 106 • San Diego, Q! 92123 • (1l58) S6049JI• Fax (1l58} 560-9734 ~M~rll~14!!.1o&Y ll'll.lo'W.!NITJ' UJJ.<: !U;l.b,IICAAliC Jl.%1r~ -li15TALU('IIWI,Dilt wrr.u,gUl'l't'AAY C!lt,~o~~U!NIOI): JI.C~n.lk ·-~ --~ rnr•u:ruuW\U'r 'tl'f.o.LIIl'ii-IJIID) lt.M~ TOf,o'..WIDQ<G.olillt\: I~" 'I'OTAlMAJ:JP:I: UtJTII!il/I,....I,Q'III11 TTI'JO-I.PA~JI~S!'!J!.~ rrAI£IN<Il< ~"' CCI'I'I'!Cl'.: 'IXU = ( IJI1], .!ill<) ;-----i£t- I fl I RETAIL ""Eii'ii" PALOMAR COMMONS CARLSBAD, CA.LlFORNlA g -p.., ~ C) ' "' .t: "' " ' ... CZl "' 6b t iZ C) "0' ~ p.., ~'e"'' N SJtdberr!f '])c{ltfllp11!tJtf Palomar Airport Commons Sudberry Properties © Urban Systems Associates, Inc. Table 3-1 Project Trip Generation Project Only Trip Generation AM PEAK HOUR Use Amount Trip Rate ADT % # In/Out In *H.LS. 154.0 KSF 40 /KSF 6,160 5 308 6 4 185 Bank 6.0 KSF 200 /KSF 1,200 5 60 6 4 36 Retail Pads 10.75 KSF 40 /KSF 430 3 13 6 4 8 Deli-Type Food 10.75 KSF 150 /KSF 1,613 9 145 6 4 87 **Gas Station 16 Fuel Spaces 155 !VFS 2,480 8 198 5 5 99 TOTAL 11,883 724 415 ., • H.I.S.-Home Imprm·ement Store **Gas Station: With food llk1It; car wash, and 16 ·vehicle fueling spaces (\fs). ADT =Average Daily Traffic Volume. KSF = 1,000 Square Feet. Estimated Animal Shelter Trip Generation Out 123 24 5 58 99 309 AM PEAK HOUR PM PEAK HOUR % 8 10 9 3 9 ADT % I # I In/Out I In I Out % I # I In/Out I In I Out 700* 3 1211 6 4 lt31 8 9 1 63 1 5 s 1 321 31 ---•(3> KSF x 20/KSF) Source: May 11,2010 PM PEAK HOUR # In/Out In 493 5 5 246 120 5 5 60 39 5 5 19 48 3 7 15 223 5 5 Ill 923 451 Trip Rate, percentages and in/out split ratios from SANDAG Vehicular Traffic Generation Rates for the San Diego Region, April 2002. 001609 3-3 001609-041410-Report_Cdoc Out 247 60 20 33 112 472 TRAFFIC IMPACT ANALYSIS For Palomar Airport Commons Prepared for Sudberry Properties 3rd Submittal: Aprill4, 2010 © URBAN SYSTEMS ASSOCIATES, INC. TRAFFIC PLANNING & ENGINEERING, MARKETING & PROJECT SUPPORT CONSULTANTS TO INDUSTRY AND GOVERNMENT 4540 Kearny Villa Road, Suite 106 San Diego, CA 92123-1573 (858) 560-4911 APf~ l ;; ?!!tn ClTY OF CARLSBAD PLANNlNG DEPT Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc ii TRANSPORTATION ANALYSIS TABLE OF CONTENTS Section Page 1.0 INTRODUCTION........................................................................................................................ 1-1 2.0 EXISTING CONDITIONS........................................................................................................... 2-1 3.0 PROJECT TRIP GENERATION................................................................................................. 3-1 4.0 EXISTING PLUS PROJECT CONDITIONS.............................................................................. 4-1 5.0 NEAR TERM CONDITIONS...................................................................................................... 5-1 6.0 BUILDOUT CONDITIONS......................................................................................................... 6-1 7.0 CONGESTION MANAGEMENT PROGRAM (CMP).............................................................. 7-1 8.0 CONCLUSIONS AND RECOMMENDATIONS.........................................................................81 9.0 REFERENCES ...............................................................................................................................91 10.0 URBAN SYSTEMS ASSOCIATES, INC. PREPARERS .........................................................10-1 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc iii LIST OF FIGURES Number Page 1-2 Project Location Map.................................................................................................................... 1-2 2-1 Project Intersection Key................................................................................................................ 2-3 2-2 Existing Lane Configurations (2 Pages)....................................................................................... 2-4 2-3 Existing Average Daily Traffic Volumes.....................................................................................2-6 2-4 Existing AM/PM Peak Hour Traffic Volumes (2 Pages)............................................................. 2-8 3-1 Project Site Plan............................................................................................................................ 3-2 3-2 Project Directional Distribution Percentages................................................................................3-5 3-3 Detailed Trip Distribution Percentages at Driveways & Intersections (Also Showing U-Turns) 3-6 3-4 Project Only Average Daily Traffic Volumes.............................................................................. 3-7 3-5 Project Only AM/PM Peak Hour Traffic Volumes (2 Pages)...................................................... 3-8 4-1 Existing Plus Project Average Daily Traffic Volumes................................................................. 4-2 4-2 Existing Plus Project AM/PM Peak Hour Traffic Volumes (2 Pages)......................................... 4-4 5-1 Other Projects Location Map........................................................................................................ 5-2 5-2 Near Term Without Project Average Daily Traffic Volumes....................................................... 5-3 5-3 Near Term With Project Average Daily Traffic Volumes............................................................ 5-5 5-4 Existing Plus Other Projects AM/PM Peak Hour Traffic Volumes (2 Pages) ............................. 5-8 5-5 Existing Plus Other Projects Plus Project AM/PM Peak Hour Traffic Volumes (2 Pages)....... 5-10 6-1 Buildout Without Project Average Daily Traffic Volumes.......................................................... 6-2 6-2 Buildout With Project Average Daily Traffic Volumes............................................................... 6-3 6-3 Buildout Without Project AM/PM Peak Hour Traffic Volumes (2 Pages).................................. 6-5 6-4 Buildout With Project AM/PM Peak Hour Traffic Volumes (2 Pages) ....................................... 6-7 6-5 Buildout Intersection Lane Configurations With Mitigation......................................................6-11 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc iv LIST OF TABLES Number Page 2-1 Existing Conditions Street Segment LOS................................................................................... 2-10 2-2 Existing Intersections LOS......................................................................................................... 2-11 3-1 Project Trip Generation................................................................................................................. 3-3 4-1 Existing Plus Project Street Segment LOS...................................................................................4-3 4-2 Existing Plus Project Intersection LOS......................................................................................... 4-6 5-1 Near Term Street Segment LOS................................................................................................... 5-7 5-2 Near Term Without Project Intersection LOS............................................................................ 5-11 5-3 Near Term With Project Intersection LOS ................................................................................. 5-12 6-1 Buildout Street Segment LOS....................................................................................................... 6-4 6-2 Buildout Without Project Intersection LOS................................................................................ 6-12 6-3 Buildout With Project Intersection LOS.....................................................................................6-13 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc v APPENDICES A. Existing Conditions B. Existing Plus Project LOS Worksheets C. Near Term Worksheets D. Buildout Worksheets Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 1-1 1.0 INTRODUCTION Urban Systems Associates, Inc. (USAI) has been retained to evaluate potential impacts due to development of a sixteen acre retail project with a home improvement store anchor at the south side of Palomar Airport Road, west of El Camino Real in the City of Carlsbad. The project location is shown in Figure 1-1. This traffic analysis was conducted for Existing Conditions, Project Plus Existing Conditions, Near-Term and Near-Term Plus Project Conditions, Buildout and Buildout Plus Project Conditions. Project traffic could impact Palomar Airport Road between Interstate 5 and Melrose Drive, as well as El Camino Real between Faraday Avenue and Aviara Parkway/Alga Road. The existing conditions, and existing conditions with project evaluation is based on traffic counts obtained from the City of Carlsbad Growth Management Plan Year 2009 Traffic Monitoring Program. Near-Term conditions evaluated are based on adding traffic from five nearby approved or pending projects. Buildout conditions evaluated are based on the Series 11 Year 2030 Combined North County Traffic Model, prepared by the San Diego Association of Governments (SANDAG), with the project included. Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 1-2 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 1-3 In order to determine project traffic impacts and possible mitigating transportation improvements, this study includes the following sections: 1.0 Introduction 2.0 Existing Conditions 3.0 Project Trip Generation 4.0 Existing Plus Project Conditions 5.0 Near Term Conditions 6.0 Buildout Conditions 7.0 Congestion Management Plan (CMP) 8.0 Conclusions and Recommendations 9.0 References 10.0 Preparers As a result of this evaluation it can be concluded that the projected vehicle trip generation from the project will not cause significant traffic impacts or require off-site roadway improvements that are not already programmed in the City of Carlsbad Capital Improvements Program, except at the Palomar Airport Road/El Camino Real intersection. With project mitigation the intersection will operate acceptably. Project mitigation recommended is as follows: Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 1-4 • Construct a separate 250 feet in length eastbound right turn only lane on Palomar Airport Road at the El Camino Real intersection. This right turn only lane is fully funded by the City of Carlsbad Traffic Impact Fee program. The project will build the right turn only lane after entering a reimbursement agreement with the City of Carlsbad. • Modify the northbound left turn lane on El Camino Real to provide dual left turn lanes at the intersection. • At the Palomar Airport Road/El Camino real intersection, modify to provide a closed circuit TV camera and wireless transreceiver to connect to the Traffic Management Center at the Faraday Safety Center. • Relocate the project north driveway to the west, signalize, and provide a 250 foot right turn only lane. • Close the median opening at the east driveway on El Camino Real as recommended by the City Engineer. • Close the San Diego County Animal Shelter driveway and allow access at the project’s signalized driveway on Palomar Airport Road. • Provide a fair-share contribution towards the construction of a right turn only lane eastbound on Palomar Airport Road to southbound Paseo Del Norte. Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 2-1 2.0 EXISTING CONDITIONS The SANTEC/ITE Guidelines for the Preparation of Traffic Impact Studies in the San Diego Region defines the scope of a traffic study to include intersections that are expected to have fifty or more project peak hour trips added in either direction. As shown in the project description section of this report (Section 3.0), it has been estimated that project traffic could impact intersections and street segments along Palomar Airport Road between Interstate 5 and Melrose Drive, and El Camino Real between Faraday Avenue and the Alga Road/Aviara Parkway intersection. Therefore, the existing conditions evaluation includes intersections and street segments along these corridors. 2.1 STREET SEGMENTS The following describes the roadways expected to be impacted by twenty percent or more of future project traffic: Palomar Airport Road: This is a six-lane Prime Arterial extending from Interstate 5 east to the Carlsbad City limit at San Marcos. El Camino Real: This is a six-lane Prime Arterial extending north-south from the north to south City limits, with some segments not fully built to six lanes. Carlsbad Growth Management Program Traffic Monitoring report for 2009 intersection peak hour traffic counts were used to determine intersection peak hour levels of service. Street segment peak hour volumes were also obtained from the traffic monitoring report or from traffic counts obtained from the City of Carlsbad. Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 2-2 Figure 2-1 shows the locations of the intersections evaluated in this traffic report. Figure 2-2 shows existing lane configurations at intersections which could be impacted by the project traffic. Figure 2-3 shows existing average daily traffic (ADT) volumes. Figure 2-4 show existing peak hour traffic volumes. The Intersection Capacity Utilization (ICU) method of analysis was used to determine the intersection volume to capacity (v/c) ratio and corresponding level of service for the intersections which could be impacted by project traffic. The levels of service for street segments between intersections were determined using a capacity per lane of 1,800 vehicles per hour and volume to capacity ratios corresponding to levels of service at “D” for peak hours and at “C” for non peak hours at both intersections and street segments. Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 2-3 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 2-4 Page 1 of 2 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 2-5 Page 2 of 2 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 2-6 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 2-7 Page 1 of 2 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 2-8 Page 2 of 2 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 2-9 2.1 STREET SEGMENT LEVELS OF SERVICE Table 2-1 shows street segment levels of service within the study area. As shown, all evaluated street segments are currently operating within level of service “D” during peak hours. 2.2 INTERSECTION LEVELS OF SERVICE Intersection peak hour levels of service for existing conditions are shown in Table 2-2. As shown, all evaluated intersections are currently operating within the Growth Management Performance Standard which requires a level of service which is at least “D” during peak hours, so that no mitigation is needed for existing conditions at these intersections. Appendix A has the ICU worksheets and traffic count summaries for existing conditions. Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 2-10 TABLE 2-1 Existing Street Segment Levels of Service AM PEAK HOUR PM PEAK HOUR Volume V/C Volume V/C Segment D Lanes Per Lane (1) LOS Per Lane (1) LOS Palomar Airport Road I-5 to Paseo del Norte EB 3 868 0.48 A 853 0.47 A WB 4 298 0.17 A 673 0.37 A Paseo del Norte to Armada Drive EB 3 785 0.44 A 557 0.31 A WB 3 343 0.19 A 872 0.48 A Armada Drive to College Boulevard EB 3 704 0.39 A 555 0.31 A WB 3 362 0.20 A 808 0.45 A College Boulevard to Camino Vida Roble EB 3 484 0.27 A 479 0.27 A WB 3 384 0.21 A 558 0.31 A Camino Vida Roble to El Camino Real EB 3 369 0.21 A 528 0.29 A WB 3 512 0.28 A 409 0.23 A El Camino Real to El Fuerte Street EB 3 496 0.28 A 839 0.47 A WB 3 734 0.41 A 602 0.33 A El Fuerte Street to Melrose Drive EB 3 387 0.22 A 942 0.52 A WB 3 908 0.50 A 532 0.30 A El Camino Real Faraday Avenue to Palomar Airport Road NB 3 391 0.22 A 443 0.25 A SB 3 362 0.20 A 574 0.32 A Palomar Airport Road to Camino Vida Roble NB 3 391 0.22 A 409 0.22 A SB 3 369 0.21 A 504 0.28 A Camino Vida Roble to Poinsettia Lane NB 2 418 0.23 A 343 0.19 A SB 2 259 0.14 A 620 0.34 A Poinsettia Lane to Alga Road NB 2 418 0.23 A 373 0.21 A SB 2 320 0.18 A 577 0.32 A D = Direction (1) = Based on 1,800 vehicles per lane per hour. V/C = Volume divided by capacity Source: Figure 2-4, Highest Approach Volumes at Intersections. LOS V/C A 0.00 - 0.60 B 0.61 - 0.70 C 0.71 - 0.80 D 0.81 - 0.90 E 0.91 - 1.00 F Over 1.00 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 2-11 TABLE 2-2 Existing Intersection Levels of Service AM PEAK HOUR PM PEAK HOUR Intersection ICU LOS ICU LOS 1 Palomar Airport Road / I-5 SB Ramps 0.50 A 0.48 A 2 Palomar Airport Road / I-5 NB Ramps 0.70 B 0.81 D 3 Palomar Airport Road / Paseo del Norte 0.60 B 0.70 B 4 Palomar Airport Road / Armada Drive 0.52 A 0.69 B 5 Palomar Airport Road / College Boulevard 0.54 A 0.72 C 6 Palomar Airport Road / Camino Vida Roble 0.49 A 0.54 A 7 Palomar Airport Road / Yarrow Drive 0.42 A 0.55 A 8 Palomar Airport Road / El Camino Real 0.54 A 0.78 C 9 Palomar Airport Road / Loker Avenue West 0.66 B 0.76 C 10 Palomar Airport Road / El Fuerte Street 0.52 A 0.66 B 11 Palomar Airport Road / Melrose Drive 0.82 D 0.64 B 12 El Camino Real / Faraday Avenue 0.60 A 0.68 B 13 El Camino Real / Town Garden Road 0.39 A 0.47 A 14 El Camino Real / Camino Vida Roble 0.41 A 0.55 A 15 El Camino Real / Poinsettia Lane 0.38 A 0.54 A 16 El Camino Real / Alga Road 0.68 B 0.76 C Source: City of Carlsbad Year 2009 Traffic Monitoring Program LOS ICU A 0.00 - 0.60 B 0.61 - 0.70 C 0.71 - 0.80 D 0.81 - 0.90 E 0.91 - 1.00 F Over 1.00 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 3-1 3.0 PROJECT TRIP GENERATION The project is located on the south side of Palomar Airport Road and west of El Camino Real. Figure 3-1 shows the project site plan. Table 3-1 shows the project trip generation rates from the San Diego Association of Governments (SANDAG). Also shown are peak hour characteristics. The commercial retail uses on the site are expected to generate 12,370 average daily vehicle trips. This results in a total of 726 AM peak hour trips, and 1004 PM hour trips. The existing driveway to the San Diego County Animal Shelter will be eliminated and this access will be combined with the signalized project driveway on Palomar Airport Road. Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 3-2 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 3-3 Table 3-1 Project Trip Generation Project Only Trip Generation AM PEAK HOUR PM PEAK HOUR Use Amount Trip Rate ADT % # In/Out In Out % # In/Out In Out *H.I.S. 154.0 KSF 40 /KSF 6,160 5 308 6 : 4 185 123 8 493 5 : 5 246 247 Drug Store 13.0 KSF 90 /KSF 1,170 4 47 6 : 4 28 19 10 117 5 : 5 59 58 Bank 6.0 KSF 200 /KSF 1,200 5 60 6 : 4 36 24 10 120 5 : 5 60 60 Retail Pads 4.0 KSF 40 /KSF 160 3 5 6 : 4 3 2 9 15 5 : 5 7 8 Deli-Type Food 8.0 KSF 150 /KSF 1,200 9 108 6 : 4 65 43 3 36 3 : 7 11 25 **Gas Station 16 Fuel Spaces 155 /VFS 2,480 8 198 5 : 5 99 99 9 223 5 : 5 111 112 TOTAL 12,370 726 416 310 1,004 494 510 * H.I.S. = Home Improvement Store **Gas Station: With food mart, car wash, and 16 vehicle fueling spaces (vfs). ADT = Average Daily Traffic Volume. KSF = 1,000 Square Feet. . *(35 KSF x 20/KSF) Source: Trip Rate, percentages and in/out split ratios from SANDAG Vehicular Traffic Generation Rates for the San Diego Region, April 2002. Estimated Animal Shelter Trip Generation AM PEAK HOUR PM PEAK HOUR ADT % # In/Out In Out % # In/Out In Out 700* 3 21 6 : 4 13 8 9 63 5 : 5 32 31 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 3-4 Figure 3-2 shows the project traffic directional distribution percentages. The directional distribution percentages are based on the SANDAG/Carlsbad traffic model results for the traffic analysis zone the site is within, with adjustments to account for other home improvement stores to the north and east. Figure 3- 3 also shows distribution percentages, but includes u-turns at the adjacent intersections. Figure 3-4 shows the project only average daily traffic volumes. Figure 3-5 shows the project only peak hour traffic volumes based on the directional distribution percentages shown in Figure 3-2. These peak hour volumes have been used in subsequent sections of this report to estimate project traffic impacts at intersections and on street segments. Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 3-5 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 3-6 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 3-7 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 3-8 Page 1 of 2 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 3-9 Page 2 of 2 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 4-1 4.0 EXISTING PLUS PROJECT CONDITIONS 4.1 STREET SEGMENTS Figure 4-1 shows Existing Plus Project average daily traffic volumes. Table 4-1 shows street segment levels of service. As shown, and consistent with existing conditions, all segments would be at an acceptable level of service. 4.2 INTERSECTIONS Figure 4-2 shows the AM and PM peak hour volumes with project traffic added to existing volumes. The SANTEC/ITE Guidelines for the Preparation of Traffic Impact Studies in the San Diego Region, defines a project significant impact at intersections. If an intersection is at LOS “E” or “F”, then a project would have a significant impact if intersection delay due to the project increases by more than two seconds, or the volume to capacity ratio increases by more than two percent with project traffic added. Intersection operations at LOS “D” are acceptable, so that project impacts to intersections at LOS “D” are less than significant. Table 4-2 shows intersection levels of service with project traffic added to existing conditions. As in the existing conditions, all intersections are at level of service “D” or better, therefore no project mitigation would be needed nor is recommended. Appendix B includes Existing Plus Project intersection level of service worksheets. Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 4-2 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 4-3 TABLE 4-1 Existing + Project Street Segment Levels of Service AM PEAK HOUR PM PEAK HOUR Volume V/C Volume V/C Segment D Lanes Per Lane (1) LOS Per Lane (1) LOS Palomar Airport Road I-5 to Paseo del Norte EB 3 893 0.50 A 886 0.49 A WB 4 311 0.17 A 698 0.39 A Paseo del Norte to Armada Drive EB 3 811 0.45 A 593 0.33 A WB 3 362 0.20 A 907 0.50 A Armada Drive to College Boulevard EB 3 733 0.41 A 593 0.33 A WB 3 383 0.21 A 846 0.47 A College Boulevard to Camino Vida Roble EB 3 523 0.29 A 531 0.30 A WB 3 412 0.23 A 610 0.34 A Camino Vida Roble to El Camino Real EB 3 410 0.23 A 583 0.32 A WB 3 543 0.30 A 463 0.26 A El Camino Real to El Fuerte Street EB 3 507 0.28 A 860 0.48 A WB 3 749 0.42 A 623 0.35 A El Fuerte Street to Melrose Drive EB 3 398 0.22 A 962 0.53 A WB 3 923 0.51 A 553 0.31 A El Camino Real Faraday Avenue to Palomar Airport Road NB 3 402 0.22 A 464 0.26 A SB 3 377 0.21 A 595 0.33 A Palomar Airport Road to Camino Vida Roble NB 3 433 0.24 A 471 0.26 A SB 3 395 0.22 A 545 0.30 A Camino Vida Roble to Poinsettia Lane NB 2 447 0.25 A 381 0.21 A SB 2 284 0.16 A 658 0.37 A Poinsettia Lane to Alga Road NB 2 436 0.24 A 398 022 A SB 2 338 0.19 A 602 0.33 A D = Direction (1) = Based on 1,800 vehicles per lane per hour. V/C = Volume divided by capacity LOS V/C A 0.00 - 0.60 B 0.61 - 0.70 C 0.71 - 0.80 D 0.81 - 0.90 E 0.91 - 1.00 F Over 1.00 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 4-4 Page 1 of 2 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 4-5 Page 2 of 2 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 4-6 TABLE 4-2 Existing + Project Intersection Levels of Service Source: City of Carlsbad Year 2009 Traffic Monitoring Program Plus Project AM PEAK HOUR PM PEAK HOUR Intersection ICU LOS ICU LOS 1 Palomar Airport Road / I-5 SB Ramps 0.51 A 0.50 A 2 Palomar Airport Road / I-5 NB Ramps 0.70 B 0.82 D 3 Palomar Airport Road / Paseo del Norte 0.61 B 0.72 C 4 Palomar Airport Road / Armada Drive 0.53 A 0.71 C 5 Palomar Airport Road / College Boulevard 0.61 B 0.76 C 6 Palomar Airport Road / Camino Vida Roble 0.51 A 0.57 A 7 Palomar Airport Road / Yarrow Drive 0.45 A 0.58 A 8 Palomar Airport Road / El Camino Real 0.57 A 0.81 D 9 Palomar Airport Road / Loker Avenue West 0.67 B 0.76 C 10 Palomar Airport Road / El Fuerte Street 0.53 A 0.67 B 11 Palomar Airport Road / Melrose Drive 0.83 D 0.65 B 12 El Camino Real / Faraday Avenue 0.61 B 0.70 B 13 El Camino Real / Town Garden Road 0.40 A 0.54 A 14 El Camino Real / Camino Vida Roble 0.44 A 0.57 A 15 El Camino Real / Poinsettia Lane 0.40 A 0.57 A 16 El Camino Real / Alga Road 0.68 B 0.78 C A Palomar Airport Road/North Driveway 0.44 A 0.57 A LOS ICU A 0.00 - 0.60 B 0.61 - 0.70 C 0.71 - 0.80 D 0.81 - 0.90 E 0.91 - 1.00 F Over 1.00 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 5-1 5.0 NEAR-TERM CONDITIONS The Near-Term future conditions were evaluated after adding nearby approved or pending projects to existing conditions. Project trips were then added to existing plus approved/pending projects to evaluate project impacts. The approved or pending projects that were added to existing conditions traffic volumes include the following: • Carlsbad Paseo (61,860 s.f. Restaurants and Retail); • Legoland Hotel (250 Room Resort Hotel); • 25.0 acres of new Bressi Industrial Park development; • Green Dragon Tavern (21,334 s.f. Restaurant/Museum); • Carlsbad High School Phase 2. Figure 5-1 shows these projects locations. Appendix C includes excerpts from these approved/pending projects traffic reports that shows project trip generation, distribution, and assignment. 5.1 STREET SEGMENTS Figure 5-2 shows Near-Term average daily traffic volumes with other projects traffic added to existing volumes. Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 5-2 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 5-3 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 5-4 Figure 5-3 shows Near-Term average daily traffic volumes with the Palomar Airport Commons traffic added. Table 5-1 shows street segment peak hour levels of service for the Near-Term with project traffic added. As shown, all evaluated street segments are expected to operate within the Growth Management Program requirement of at least a level of service “D” during peak hours. Therefore, no project street segment mitigation would be needed nor is recommended for Near-Term with project conditions. Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 5-5 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 5-6 TABLE 5-1 Near-Term Street Segment Levels of Service AM PEAK HOUR PM PEAK HOUR Volume V/C Volume V/C Segment D Lanes Per Lane (1) LOS Per Lane (1) LOS Palomar Airport Road I-5 to Paseo del Norte EB 3 876 0.49 A 726 0.40 A WB 4 324 0.18 A 740 0.41 A Paseo del Norte to Armada Drive EB 3 847 0.47 A 609 0.34 A WB 3 381 0.21 A 962 0.53 A Armada Drive to College Boulevard EB 3 768 0.43 A 624 0.35 A WB 3 401 0.22 A 901 0.50 A College Boulevard to Camino Vida Roble EB 3 655 0.36 A 528 0.29 A WB 3 355 0.20 A 755 0.42 A Camino Vida Roble to El Camino Real EB 3 436 0.24 A 596 0.33 A WB 3 575 0.32 A 530 0.29 A El Camino Real to El Fuerte Street EB 3 572 0.32 A 865 0.48 A WB 3 766 0.43 A 693 0.39 A El Fuerte Street to Melrose Drive EB 3 400 0.22 A 979 0.54 A WB 3 937 0.52 A 556 0.31 A El Camino Real Faraday Avenue to Palomar Airport Road NB 3 435 0.24 A 514 0.29 A SB 3 418 0.23 A 626 0.35 A Palomar Airport Road to Camino Vida Roble NB 3 386 0.21 A 497 0.28 A SB 3 413 0.23 A 505 0.28 A Camino Vida Roble to Poinsettia Lane NB 3 557 0.31 A 406 0.23 A SB 3 298 0.17 A 702 0.39 A Poinsettia Lane to Alga Road NB 3 444 0.25 A 416 0.23 A SB 3 311 0.17 A 526 0.29 A D = Direction (1) = Based on 1,800 vehicles per lane per hour. V/C = Volume Divided by Capacity LOS V/C A 0.00 - 0.60 B 0.61 - 0.70 C 0.71 - 0.80 D 0.81 - 0.90 E 0.91 - 1.00 F Over 1.00 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 5-7 5.3 INTERSECTIONS Figure 5-4 shows Near-Term intersection AM and PM peak hour traffic volumes without project traffic. Figure 5-5 shows Near-Term intersection AM and PM peak hour traffic volumes with project traffic added. Table 5-2 shows intersection levels of service for Near-Term Without Project Conditions. Table 5-3 shows intersection levels of service with project traffic added in the Near-Term. As indicated in this table, all evaluated intersections are expected to operate within the Growth Management Program requirement of at least a level of service “D” during peak hours with project traffic added, except at one location. The Palomar Airport Road/El Camino Real intersection would operate at level of service “E” during both the AM and PM peak hours without project traffic added. The project will provide mitigation by adding an eastbound right-turn-only lane and dual left turn lanes northbound at this location. The right turn only lane is fully funded by the City of Carlsbad Traffic Impact Fee program. The project will build the right turn only lane after entering a reimbursement agreement with the City of Carlsbad. The project will also modify the traffic signal to provide a closed circuit TV camera and wireless transreceiver to connect to the Traffic Management Center at the Farady Safety Center. This mitigation results in level of service “D” for both peak hours in the Near Term Plus Project Condition. Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 5-8 Page 1 of 2 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 5-9 Page 2 of 2 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 5-10 Page 1 of 2 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 5-11 Page 2 of 2 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 5-12 TABLE 5-2 Near-Term Without Project Intersection Levels of Service AM PEAK HOUR PM PEAK HOUR Intersection Delay LOS Delay LOS 1 Palomar Airport Road / I-5 SB Ramps 11.1 B 10.9 B 2 Palomar Airport Road / I-5 NB Ramps 39.4 D 30.4 C 3 Palomar Airport Road / Paseo del Norte 48.8 D 42.8 D 4 Palomar Airport Road / Armada Drive 20.3 C 35.9 D 5 Palomar Airport Road / College Boulevard 36.2 D 37.1 D 6 Palomar Airport Road / Camino Vida Roble 32.5 C 29.2 C 7 Palomar Airprot Road / Yarrow Drive 24.0 C 27.1 C 8 Palomar Airport Road / El Camino Real 60.3 E 73.3 E 9 Palomar Airport Road / Loker Avenue West 31.9 C 39.4 D 10 Palomar Airport Road / El Fuerte Street 26.5 C 36.2 D 11 Palomar Airport Road / Melrose Drive 51.3 D 38.9 D 12 El Camino Real / Faraday Avenue 41.9 D 48.4 D 13 El Camino Real / Town Garden Court 25.7 C 27.8 C 14 El Camino Real / Camino Vida Roble 20.9 C 22.0 C 15 El Camino Real / Poinsettia Lane 18.9 B 23.6 C 16 El Camino Real / Alga Road 43.9 D 35.8 D Note: Significance threshold of more than 2.0 seconds of additional delay only applies at LOS E or F Delay = Total control delay per vehicle (Seconds) per 2000 Highway Capacity Manual LOS Delay A 0.00 - 10.0 B 10.1 - 20.0 C 20.1 - 35.0 D 35.1 - 55.0 E 55.1 - 80.0 F Over 80.0 Source: 2000 Highway Capacity manual Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 5-13 TABLE 5-3 Near - Term With Project Intersection Levels of Service AM PEAK HOUR PM PEAK HOUR Intersection Delay LOS Delay LOS 1 Palomar Airport Road / I-5 SB Ramps 11.2 B 11.1 B 2 Palomar Airport Road / I-5 NB Ramps 40.5 D 31.4 C 3 Palomar Airport Road / Paseo del Norte 50.8 D 47.1 D 4 Palomar Airport Road / Armada Drive 22.5 C 41.0 D 5 Palomar Airport Road / College Boulevard 37.1 D 41.5 D 6 Palomar Airport Road / Camino Vida Roble 32.9 C 31.4 C 7 Palomar Airport Road / Yarrow Drive 24.7 C 31.0 C 8 Palomar Airport Road / El Camino Realâ 61.7 E 73.1 E 9 Palomar Airport Road / Loker Avenue West 34.7 C 44.1 D 10 Palomar Airport Road / El Fuerte Street 27.9 C 38.7 D 11 Palomar Airport Road / Melrose Drive 53.5 D 40.0 D 12 El Camino Real / Faraday Avenue 42.9 D 52.3 D 13 El Camino Real / Town Garden Court 26.4 C 32.5 C 14 El Camino Real / Camino Vida Roble 22.5 C 22.6 C 15 El Camino Real / Poinsettia Lane 19.6 B 30.6 C 16 El Camino Real / Alga Road 44.4 D 37.1 D A Palomar Airport Road/Project North Driveway 6.9 A 10.5 B Note: Significance threshold of more than 2.0 seconds of additional delay only applies at LOS E or F Delay = Total control delay per vehicle (Seconds) per 2000 Highway Capacity Manual â = Mitigation by the Palomar Airport Commons project is to provide an eastbound to southbound right-turn-only lane, and northbound to westbound dual left turn lanes. The project will also provide a closed circuit TV. system with a wireless connection to the City’s Traffic Management Center. THIS COMBINED MITIGATION WILL RSULT IN AN ACCEPTABLE LOS D DURING BOTH PEAK HOURS: AM DELAY = 38.1 SECONDS; PM DELAY = 50.5 SECONDS. LOS Delay A 0.00 - 10.0 B 10.1 - 20.0 C 20.1 - 35.0 D 35.1 - 55.0 E 55.1 - 80.0 F Over 80.0 Source: 2000 Highway Capacity manual Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 6-1 6.0 BUILDOUT CONDITIONS The SANDAG/Carlsbad 2030 Series 11 Combined North County Transportation Forecast (03-27-09) with the project included was used to determine Buildout (Year 2030) traffic volumes. Existing peak hour turn volumes were adjusted for reasonably expected growth in future traffic volumes, by factoring up based on increases in segment average daily traffic volumes. Figure 6-1 shows the average daily traffic volumes for Buildout conditions, without the proposed project traffic. Figure 6-2 shows the average daily traffic volumes with project traffic added. 6.1 STREET SEGMENTS Table 6-1 shows Buildout street segment levels of service. All evaluated segments are expected to operate within Growth Management Plan Guidelines, at LOS “D” or better, and therefore, no project mitigation to street segments will be needed through Buildout of the City of Carlsbad. 6.2 INTERSECTIONS Figure 6-3 shows Buildout AM and PM peak hour volumes at study area intersections without project traffic. Figure 6-4 shows Buildout AM and PM peak hour volumes with project traffic added. Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 6-2 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 6-3 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 6-4 TABLE 6-1 Buildout Street Segment Levels of Service AM PEAK HOUR PM PEAK HOUR Volume V/C Volume V/C Segment D Lanes Per Lane (1) LOS Per Lane (1) LOS Palomar Airport Road I-5 to Paseo del Norte EB 3 1,032 0.57 A 880 0.49 A WB 4 371 0.21 A 1,082 0.60 A Paseo del Norte to Armada Drive EB 3 982 0.55 A 708 0.39 A WB 4 364 0.20 A 761 0.42 A Armada Drive to College Boulevard EB 3 885 0.49 A 750 0.42 A WB 3 575 0.32 A 925 0.51 A College Boulevard to Camino Vida Roble EB 3 258 0.42 A 617 0.34 A WB 3 468 0.26 A 702 0.39 A Camino Vida Roble to El Camino Real EB 3 512 0.28 A 742 0.41 A WB 3 626 0.35 A 530 0.29 A El Camino Real to El Fuerte Street EB 3 592 0.33 A 988 0.55 A WB 3 800 0.44 A 659 0.37 A El Fuerte Street to Melrose Drive EB 3 419 0.23 A 1,130 0.63 B WB 3 924 0.51 A 521 0.29 A El Camino Real Faraday Avenue to Palomar Airport Road NB 3 486 0.27 A 575 0.32 A SB 3 460 0.26 A 644 0.36 A Palomar Airport Road to Camino Vida Roble NB 3 491 0.27 A 455 0.25 A SB 3 437 0.24 A 596 0.33 A Camino Vida Roble to Poinsettia Lane NB 3 591 0.33 B 415 0.23 A SB 3 427 0.24 A 714 0.40 A Poinsettia Lane to Alga Road NB 3 638 0.35 A 560 0.31 A SB 3 485 0.27 A 653 0.36 A D = Direction (1) = Based on 1,800 vehicles per lane per hour. V/C = Volume/Capacity ratio LOS V/C A 0.00 - 0.60 B 0.61 - 0.70 C 0.71 - 0.80 D 0.81 - 0.90 E 0.91 - 1.00 F Over 1.00 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 6-5 Page 1 of 2 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 6-6 Page 2 of 2 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 6-7 Page 1 of 2 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 6-8 Page 2 of 2 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 6-9 Table 6-2 includes intersection levels of service at Buildout without project traffic, Table 6-3 shows intersection levels of service with project traffic added to Buildout peak hour volumes. The Buildout lane configurations provided as project mitigation under Near-Term plus project conditions also are expected to result in acceptable peak hour operations at the Palomar Airport Road/El Camino Real intersections, and are as follows: • Construct a separate eastbound right turn only lane on Palomar Airport Road at the El Camino Real intersection. This is a fully funded Traffic Impact Fee program project. The Palomar Airport Commons will construct this improvement after entering into a reimbursement agreement with the City of Carlsbad. • Modify the northbound left turn lane on El Camino Real to provide dual left turn lanes at the intersection. • Modify the Palomar Airport Road/El Camino Real intersection to provide a closed circuit TV (CCTV) camera and wireless transreceiver to connect to the Traffic Management Center at the Faraday Safety Center. The Palomar Airport Road / Paseo del Norte intersection is expected to operate at level of service “E” during both the AM and PM peak hours without and with the Palomar Airport Commons project. The added intersection delay with the project will be more than 2.0 seconds, so that the project impact will be cumulatively significant. Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 6-10 However, the City of Carlsbad Capital Improvements Program includes the addition of an eastbound Palomar Airport Road right-turn-only lane to southbound Paseo Del Norte. This added right-turn-only lane will provide mitigation to acceptable levels of service (LOS “D”) during both the AM and PM peak hours with cumulative and project traffic added. As project mitigation, it is recommended that the Palomar Airport Commons project provide a fair-share contribution towards the cost of this future right- turn-only lane. No other intersection mitigation is needed, beyond that already identified to be provided by other approved projects or the City of Carlsbad Traffic Capital Improvements Program. Figure 6-5 shows future intersection lane configurations and mitigation responsibility. Appendix D has the worksheets for Buildout conditions. Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 6-11 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 6-12 TABLE 6-2 Buildout Without Project Intersection Levels of Service AM PEAK HOUR PM PEAK HOUR Intersection Delay LOS Delay LOS 1 Palomar Airport Road / I-5 SB Ramps 13.1 B 13.5 B 2 Palomar Airport Road / I-5 NB Ramps 44.6 D 42.7 D 3 Palomar Airport Road / Paseo del Norteâ 59.3 E 59.5 E 4 Palomar Airport Road / Armada Drive 45.5 D 41.8 D 5 Palomar Airport Road / College Boulevard 43.6 D 48.0 D 6 Palomar Airport Road / Camino Vida Roble 39.0 D 32.2 C 7 Palomar Airport Road / Yarrow Drive 25.7 C 31.2 C 8 Palomar Airport Road / El Camino Realã 28.4 C 47.5 D 9 Palomar Airport Road / Loker Avenue West 49.1 D 46.0 D 10 Palomar Airport Road / El Fuerte Street 42.0 D 50.2 D 11 Palomar Airport Road / Melrose Driveä 43.0 D 41.2 D 12 El Camino Real / Faraday Avenue 42.2 D 48.0 D 13 El Camino Real / Town Garden Court 29.2 C 39.2 D 14 El Camino Real / Camino Vida Roble 22.0 C 22.8 C 15 El Camino Real / Poinsettia Lane 39.6 D 47.4 D 16 El Camino Real / Alga Road 50.5 D 43.9 D Note: Significance threshold of more than 2.0 seconds of additional delay only applies at LOS E or F Delay = Total control delay per vehicle (Seconds) per 2000 Highway Capacity Manual â = The City of Carlsbad 2009-2010 Capital Improvements Program (C.I.P.) includes a future eastbound right-turn-only lane at this location. With the right-turn-only lane both the AM and Pm peak hour levels of service will be at acceptable LOS “D” (AM delay = 45.6 seconds; PM delay = 38.5 seconds). ã = With mitigation identified during near-term conditions evaluation. Ð = With added southbound right-turn-only-lane as included in the City of Carlsbad 2009-2010 Capital Improvements Program, scheduled for Year 2010-2011. LOS Delay A 0.00 - 10.0 B 10.1 - 20.0 C 20.1 - 35.0 D 35.1 - 55.0 E 55.1 - 80.0 F Over 80.0 Source: 2000 Highway Capacity Manual Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 6-13 TABLE 6-3 Buildout With Project Intersection Levels of Service AM PEAK HOUR PM PEAK HOUR Intersection Delay LOS Delay LOS 1 Palomar Airport Road / I-5 SB Ramps 13.3 B 13.7 B 2 Palomar Airport Road / I-5 NB Ramps 46.3 D 45.1 D 3 Palomar Airport Road / Paseo del Norteâ 65.7 E 68.6 E 4 Palomar Airport Road / Armada Drive 52.0 D 48.9 D 5 Palomar Airport Road / College Boulevard 50.4 D 53.9 D 6 Palomar Airport Road / Camino Vida Roble 48.9 D 39.5 D 7 Palomar Airport Road / Yarrow Drive 27.4 C 40.2 D 8 Palomar Airport Road / El Camino Realã 29.9 C 54.3 D 9 Palomar Airport Road / Loker Avenue West 52.5 D 49.6 D 10 Palomar Airport Road / El Fuerte Street 44.8 D 53.3 D 11 Palomar Airport Road / Melrose DriveÐ 44.4 D 42.1 D 12 El Camino Real / Faraday Avenue 43.2 D 52.6 D 13 El Camino Real / Town Garden Court 29.6 C 43.0 D 14 El Camino Real / Camino Vida Roble 25.0 C 23.7 C 15 El Camino Real / Poinsettia Lane 41.5 D 53.9 D 16 El Camino Real / Alga Road 53.0 D 46.0 D A Palomar Airport Road/Project North Driveway 6.6 A 11.2 B Note: Significance threshold of more than 2.0 seconds of additional delay only applies at LOS E or F Delay = Total control delay per vehicle (Seconds) per 2000 Highway Capacity Manual â = WITH MITIGATION LISTED IN THE C.I.P., AN EASTBOUND RIGHT-TURN-ONLY LANE, BOTH THE AM AND PM PEAK HOURS WILL OPERATE ACCEPTABLY AT LOS “D”, (AM DELAY = 51.3 SECONDS; PM DELAY = 43.8 SECONDS). THE PALOMAR AIRPORT COMMONS PROJECT WILL PROVIDE A FAIR-SHARE CONTRIBUTION TOWARDS THE COST OF THIS IMPROVEMENT. ã = With mitigation identified during near-term conditions evaluation. Ð = With added southbound right-turn-only-lane as included in the City of Carlsbad 2009-2010 Capital Improvements Program, scheduled for year 2010-2011. LOS Delay A 0.00 - 10.0 B 10.1 - 20.0 C 20.1 - 35.0 D 35.1 - 55.0 E 55.1 - 80.0 F Over 80.0 Source: 2000 Highway Capacity manual Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 6-14 The project east driveway on El Camino Real currently has a northbound left turn lane access through the raised median. The City Engineer has directed that this left turn access through this median be closed. Therefore, this project evaluation has assumed this closure. A right turn deceleration lane will be provided at the project driveway on El Camino Real. A separate driveway for deliveries will also be provided south of the customer driveway. Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 6-15 PAR EASTBOUND QUEUES ESTIMATION In the PM peak hour at Buildout the eastbound vehicle volume on Palomar Airport Road approaching the El Camino Real intersection will be approximately 745 vehicles per hour per lane. Generally the distance needed to accommodate a vehicle queue at a traffic signal is equal to one foot of storage for each vehicle expected during the highest peak hour. This general parameter applied to the expected queue and the future project driveway location indicates that the expected back of queue would not extend to the location of the relocated project driveway, approximately 1,200 feet west of the El Camino Real intersection. Therefore as the queue dissipates during the eastbound green cycle, the project vehicles using the north driveway on Palomar Airport Road would be able to progress through the signal and this north project driveway is expected to operate without vehicles being blocked by through traffic on Palomar Airport Road. Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 7-1 7.0 CONGESTION MANAGEMENT PROGRAM (CMP) As required by State of California Law (Proposition 111, June 1990, Congestion Management Program), an analysis of the Regionally Significant Arterials (RSA) in the study area are required. Palomar Airport Road is listed as an RSA through the study area, and has been evaluated in previous sections of this report. The ramp intersections with Palomar Airport Road/I-5 have also been evaluated. Both street segments and intersections are expected to operate at least at LOS “D”, and therefore comply with regional guidelines for Year 2030. 7.1 FREEWAY SEGMENTS EVALUATION The project traffic contribution to Interstate 5 main lanes is less than the 50 peak hour trips established in the CMP Guidelines, so that a freeway main lane analysis is not needed for this project. 7.2 INTERSECTIONS Study area intersections were evaluated using the Highway Capacity Manual software, and all intersections comply with CMP requirements using this methodology. Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 8-1 8.0 CONCLUSIONS AND RECOMMENDATIONS 8.1 EXISTING TRAFFIC CONDITIONS An evaluation of existing traffic conditions of streets expected to be affected by project traffic indicated street segments and intersections currently operate within the City’s Growth Management Plan’s requirements of at least level of service “D” during peak hours. 8.2 PROJECT PLUS EXISTING CONDITIONS The total project, a retail center with a home improvement store as the anchor, is expected to generate 12,370 average daily vehicle trips, 726 AM peak hour trips (416 inbound, 310outbound) and 1004 PM peak hour trips (494 inbound, 510 outbound). An evaluation of street segments and intersections nearby and expected to be impacted by twenty percent or more of project traffic was conducted after adding project peak hour traffic flow to existing conditions in order to determine any project direct significant impact. A traffic impact would be considered significant if traffic caused a reduction in peak hour level of service below LOS “D” (per City of Carlsbad Growth Management Plan, 1986). An evaluation of existing plus project conditions for street segments and intersections indicates expected operations within the Growth Management Program requirement of at least level of service “D” during peak hours, so that the project only impacts can be considered less than significant and no street segment or intersection mitigation is needed. Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 8-2 8.3 NEAR-TERM PLUS PROJECT CONDITIONS Street segment and intersection levels of service are expected to be within the Growth Management Program requirement of level of service “D” during peak hours so that no street segment or intersection mitigation is needed or recommended, except at the Palomar Airport Road/El Camino Real intersection, which will operate at level of service “E” during both the AM and PM peak hours, with and without the project traffic added. The Palomar Airport Commons project will provide the following mitigation which results in acceptable level of service “D” during both peak hours: • Provide an eastbound right turn lane on Palomar Airport Road at El Camino Real, with reimbursement from the City of Carlsbad Traffic Impact Fee program. • Provide dual left turn lanes northbound on El Camino Real at Palomar Airport Road. • Modify the Palomar Airport Road/El Camino Real intersection to provide a closed circuit TV (CCTV) camera and wireless transreceiver to connect to the Traffic Management Center at the Faraday Safety Center. 8.4 BUILDOUT CONDITIONS The Palomar Airport Road / El Camino Real intersection will operate acceptably at level of service “D” during both peak hours at buildout with the project mitigation proposed in the near-term. The Palomar Airport Road / Paseo Del Norte intersection will operate at level of service “E” during both the buildout AM and PM peak hours with or without project traffic. The added intersection delay with the Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 8-3 project added to cumulative traffic volumes will be more than 2.0 seconds so that the project impact is cumulatively significant. A City of Carlsbad C.I.P. project to add an eastbound right-turn-only lane will mitigate project and cumulative impacts to less than significance. Therefore it is recommended that the Palomar Airport Commons project contribute a fair-share towards the cost of this future right-turn-only lane. All study area segments and intersection Buildout peak hour levels of service are projected to be within the Growth Management Plan Guidelines assuming proposed project uses on the site. No other project mitigation is needed beyond that already proposed by other approved projects or planned in the City of Carlsbad Capital Improvements Program. Project roadway improvement recommendations are as follows: • Provide an eastbound to southbound right-turn-only lane of 250 feet in length at the Palomar Airport Road/El Camino Real intersection, with reimbursement from the City of Carlsbad Traffic Impact Fee program. • Provide an additional northbound left turn lane at the Palomar Airport Road/El Camino Real intersection. • Relocate and signalize the north project driveway on Palomar Airport Road westerly and provide an eastbound right turn lane inbound of a minimum of 250 feet in length, and a westbound left turn lane of 250 feet in length. Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 8-4 • Provide a right in only driveway with a deceleration lane on Palomar Airport Road east of the main driveway. • Close the San Diego County Animal Shelter driveway and provide access through the project. • The City Engineer has recommended that the existing east driveway on El Camino Real be restricted to right turns in and out so that the existing median opening allowing northbound left turns will be closed. A right turn deceleration lane will be provided at the east driveway. A separate driveway for delivery vehicles will be provided to the south of the customer driveway. • Provide a fair-share contribution towards the construction of an eastbound right-turn-only lane at the Palomar Airport Road / Paseo Del Norte intersection. 8.4 CONGESTION MANAGEMENT PROGRAM (CMP) EVALUATION Palomar Airport Road and Interstate 5 are portions of the Regionally Significant Arterial or Freeway Systems. A Congestion Management Program evaluation was conducted for the study area street segments and intersections. Intersections and street segments along Palomar Airport Road in the study are expected to comply with CMP level of service requirements. The project’s addition of traffic to the freeway system is expected to be less than 50 peak hour trips so that a freeway main lane evaluation is not required, according to Regional CMP Guidelines. Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 9-1 9.0 REFERENCES San Diego Region Traffic Engineer’s Council (SANTEC) and Institute of Transportation Engineers (ITE), California Border Section, Guidelines for Congestion Management Program (CMP) Traffic Impact Report, San Diego, CA (2000) Transportation Research Board, 2000 Highway Capacity Manual Special Report, Washington, DC (2000) SANDAG 2008 Congestion Management Program Update Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc 10-1 10.0 URBAN SYSTEMS ASSOCIATES INC. PREPARERS Principal Planning Director Sandee Witcraft-Schlaefli; J.D. Juris Doctor, Graduate courses Urban Planning, B.A. Political Science/Social Welfare Principal Engineer Andy P. Schlaefli/ M.S. Civil Engineering, B.S. Civil Engineering Registered Civil Engineer, Licensed Traffic Engineer Project Engineer Sam P. Kab, II; Licensed Traffic Engineer Senior Technical Support, Graphics and Illustrations Richard DeJarnatt Word Processing, Report Production and Compilation Lisa Diaz This report is site and time specific and is intended for a one-time use for this intended project under the conditions described as “Proposed Project”. Any changes or delay in implementation may require re-analysis and re-consideration by the public agency granting approvals. California land development planning involves subjective political considerations as well as frequently re-interpreted principals of law as well as changes in regulations, policies, guidelines and procedures. Urban Systems and their professionals make no warrant, either express or implied, regarding our findings, recommendations, or professional advice as to the ability to successfully accomplish this land development project. Traffic is a consequence of human behavior and as such is predictable only in a gross cumulative methodology of user opportunities, using accepted standards and following patterns of past behavior and physical constraints attempting to project into a future window of circumstances. Any counts or existing conditions cited are only as reliable as to the time and conditions under which they were recorded. As such the preparer of this analysis is unable to warrant, either express or implied, that any forecasts are statements of actual true conditions which will in fact exist at any future date. Services performed by Urban System professionals resulting in this document are of a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing in the same locality under similar conditions. No other representation expressed or implied and no warranty or guarantee is included or intended in this report, document opinion or otherwise. Any changes by others to this analysis or re-use of document at a later point in time or other location, without the express consent and concurrence of Urban Systems releases and relieves Urban Systems of any liability, responsibility or duty for subsequent questions, claims, or damages. Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc A APPENDIX A EXISTING CONDTIONS Traffic Da~ ::. ~ Page 1 of2 ;:Atri'ORN!A.D.EPAK'l1'.llE~'T OF TRANSPORTATION · C_alltans. > 8.u.s.inS1.SA >Traffic Counts Welcome to the Traffic Data Branch The Traffic Data Branch is responsible for the collection and dissemination of TRAFFIC COUNTS I for the most current online searchable fo1111at), and only on the State Highway System. State Highways are signed Interstate, California, and US. Examples are pictured below: •,,.... ~ . ~ \ ~ i ~~-!I We do not collect traffic count information on locally maintained streets. That information is available from the Qilll or .C..Q.!J.O..\y. Public Works Department, Traffic Engineers office, in the area where the street is located. Our traffic counts are summarized annually into three publications. Necessary software to download .pdf files can be obtained for free by clicking on the desired link in the grey column on the right side of this page: ~~------------------------------------~------------------1. Traffic Volumes (Annual Average Daily Traffic DT)) for all vehicles on California State Hwys. For an on-line search ) by route, click on one of the following: W§..2Q 7 ;2..QQ.8 _.. 2. Truck Traffic (Annual Average Daily Truck Traffic) on Calif. State Hwys. For a downloadable format in pdf, click on the following: 2.0..QLR.Q1. For those w ith accessibility needs, the 2007 Truck report is also available in ,doc fonnat: 2007Truck.doc. 3. Ramp Volumes on California State Freeways. For an on-line search, click on the following: Z.Q..Q6. The information may also be downloaded from this site as Excel Files. 2.Q.O.LAAD-I. 2QQZMQI. 2Q.Q.QMQL 2...QQ.~hA_QL 2U.Q4MQI, 2.®~. ~.MDU!l.Q:I.MJ;JL ~IJ.A6QI, 1~MAOI. 1998M.Q..T, J.fl~.IAADT, 1996AADT, 1995AADT, ~AADT 1993AADT. 1992AADT 2.Q.OlilY.Q.k., ZQO.§JJ.J,!~l\, :f.QQ.!,'iiLLJQ.b;, f.Q..Q~.Ir.\!.9.!>. •. ?..QQ~.If.\.1.9~. frlP2JL~.QK .. ?.QOJ.TLY..~t.. ZQ_g.Qir.\!.~K .. Lr.ey[~i;i_g.).J.\l~.mu.ct . .1.~.\l.?..Iruc.~ .• J.~.~~[\J.Ql<:, .1.9.~5J..rlJ.9k. .. 1H.~H1YQ~, J.i:lll~J.rl,lg_~. l\H1Z.tn!ck Some of these publications are also available for a nominal fee in hard copy format from Caltrans Publications office at (916) 263.{)822, or (916) 263-D865. To order on-line, or by mail or tax, go to !J.tm:llf;_lij!@n$::.®.P.J<.~\!/P.YbJiG?.!.D~t:m.- The Peak Hour Volume DatQ..Re,~ (.pdf) consists of hourly volume relationships and traffic monitoring sites on the State highway system. Morning (AM) and afternoon/evening (PM) peak periods are expressed as a percentage of Annual Average Daily Traffic (MDT). The Traffic Data Branch also produces a monthly Vehicle Miles of Travel (VMT) report (also called the "Trend" report). This report estimates the number of vehicle miles that motorists traveled on California State Highways. A sample of up to 22 traffic monitoring sites comprising various roadway types are used to calculate VMT. The VMT report for any given month is generally available and posted to this site by the last week of the following month (for example, January's data is posted at the end of February). Year 2008: J?.DJJ.W.Y.. E~f.LisUY. M<!f.i<h. 8P.Iil. May, J.Y.!J.!:., . ..ll!b~ .• All.9!.15.\, SB.Il.tWlb!ilL Q_ctgt?,er. ~Y.§llltJJ!I, Qe.c_~ro~Ji!L Year 2009: January .• ~.~. 8mll. MID'.. June, illlJY.., 6\llJ!.!~t Q.e~. Additional Vehicle Miles of TraYel reports available an this site: tii~<t!Mo.Di!J.!JLV..MI{.pdf)-Lists monthly statewide VMT on State Highways. Years 1972-2008. t:!i.sjQft~.o;LM"g_,_1.(tl!y:.JL!\'II_CE;/l.Q.~; UI!~J!? tQ!l} httn :/ /www .liot. ca. !ro v /ha/traffons/ saferesr/trafdatalindex. htm 11/1 R/2009 2. lVITD-BLOCK LINK COUNTS ----------~--~--~ Mid-block link c::>u..":lts were conducted at tr.irty-four (34) locatbru; throughout the City of Carlsbad and can be identified on Figure 2·L Rick Engineering Compa.ny conducted the iink counts using mechanical lube counters that were placec and monitored for two collSecutive days (48~hours). Tl"Ie counts resulted in the determit111tion of average daily traffic (ADT) volumes, and these ADT volumes for the Summe: count period ate s=marized in the Appendix. The City of Carlsbad assumes a one· .L\1 A direction maximum capacity of 1,800 vehicles per lane, per hour, in the peak period. Mid,blook link v, analysis Wllll calculated by a maximum onc~direction lane vo!Uillc to capacity ratio .. 0 ,..J ·:< The 2008 midblock lane volume to capacity ratio was com:lated to the level of service for the thirty-four 'I) ~ ~ if\ (34) midblock locations as follows: 1\-'liDBLOCK LTh'K COUNT LEVEL .QE SERVICE R.I\.NGES Ratio 0.00. 0.60 0.61 0.70 0.71 • 0.80 0.81. 0.90 0.91 • 1.00 Greater than 1.00 LOS A B c D E F 3. INTERSECTION TURN MOVEMENT COUNTS Intersection turn movement counts were conducted at sixty-five (65) intersections. Figure 3-1 graphically identifies the location of each of the intersections included in the study. The turn movement counts were conducted during the AM peak period (6;00 to 9:00AM) and the PM peak period (3:30 to 6:30 PM). The data from each three-hour period ·was subdivided into f1fteen-minute intervals, !l!ld vehicle turning movement counts were summarized during each interval. This !lllsured that the peak hour would be clearlyidentified for both the AM and PM peak periods. All counts were conducted during the middle of the week (either Tuesday, Wednesday, or Thursday) and the actual count fllay(s) and date(s) are shown in the Appendix. To aid in the reduction of the field data, Rick Engineering Company utilized an in-house computer software application program. The program utilizes an Excel spreadsheet to identify peak hour volume conditions and peak hour factors and perform ICU calculations. The ICU calculations for signalized intersections were conducted for both the AM and PM peak hours for all sixty-five (65) intersections. ICU calculations were pc:rformed based on the following lane group capacities: Lnne Group Thru Lanes Turn Lanes Dual Tum Lat1es Capacitv 2000 vehicles per hour green per lane 1800 vehicles per hour green per lane 1800 vehicles per hour green per lane These lane group capacities were based on field studies conducted during the 1991 Traffic Monitoring Program with the exception of the Dual Tum Lanes capacity, which has been increased from 1620 to 1800 vehicles per hour green per lane, and implemented during the year 2000 Traffic Monitoring Program (TMP), based upon field studies, 3-1 IH v -;:,_ r The 2008 intersection ICU was correlated to t>,e level of service for the sixty-five (65) signalized locations as foliows: SlG;;tALIZED INTERSECTIONS LEVEL OF SERVICE RA;;tGES (ICU Methodology) Ratio 0.00. 0.60 0.61 . 0.70 0.71 -0.80 . 0,81. 0.90 0.91 . 1.00 Greater than I. 00 1.9§. A B c D E F Flclci D~~ Servicss of AW:cm~, Inc. (620) 316·6745 Volume• for: Tu..Uay, Jnly 14, 2D09 ~ CltyJ carl!:ood Wednesd~y, )uly 15, 2009 Location : PalmOi'lr Mrpcrt: Rd. btwn, P.asea de\ No~ & Arrn!Jda Or. 2-DAY AVERAGE EB WB PM Perind ·Ell [IIJ:il] 30 3S" 12:00 IJD:li 2-4 1B 12:15 D:l:J(I 19' 1D U:lO 00:<!15 22 95 211 .fl!l" Ul4 1l:'IS 01:00 2D Ul !l:OO Oi:15 13 13 lJttS 01:30 1.9 7 l)!'lD <79 Al< .. , 494 19SB <63 4:U 4<!5 W& 414 +IIi ~ Project# 09·SOOH01 '''" 01:45' B Gil 13 1B LOB ll~ 397 1137 "l27 t7.3_s :34n <150 '------------""'"'---oz:OO 12 ..ll 1~;00 4ll OZ:L5 l3 15 11:15 <11 "" ll2::Jll 10 lJ 11.3tl '11!1 "'" 0~15 15 ~ 1J .!11 100 14.:<£5 380 UiOJ ... 11!59 0]:00 JlJ 8 l~:Oit- Ol:lS 2Z 12 ts:J.!i 03:::10 31 1.9 1S':m 111..'"'1§" l9 B3 :u 59 142 15:-l!i m lllD "" '"' i:l't:OO 32. 33 ' lD:Dtl 3BIJ "'US' l!t~1S 69 JJ 16:1'i 3B7 54] M:-3(] !}1 4.3 Ui!XI J5ii 547 M:·l!i !i1 Z49 52. l6C 409 JG:-'15 l7.1l 1496 633: 05":1JO 6l -55 l1:00 382 E64 M:l5" 162 71 17!15 400 S4ll OS:lO 1.16 10'2 17:30 3.87 48B 190S 33!H _____ o~~~----~·'"~-"~~--~·n'L~J~1~•--------------------1!2M~sc_ __ ~u~:~••c_,_~'~'"'--"''"~7--~<J6~-'ll~>S~--------------------'~~~>. 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""" 1.lS7J -"'""------'Wil"'-----·----------"'Cc!'mblrn;l:li Split~ Peak Hour li!liUIJIS P.H,f, . >7.9% 42.1o/ri At4. _ 39.2D/ca · ti:1~::' . ~14, I],!J] ' "l4G39 24lt9 48158 .. _,- 19)6 o.~. · _ _.J4;3Q' \' 2l!l1 . -~.sc PM ·, : 6Q.8o/U· .-3!101• Ii;>Q'' Flald Data Services of Artz.ona, Inc. (520} 316-6745 Vohnnes fon Tu!S:d~:Jy, July 07~ 20D9 & c:tty: C:ilrlsbad Wednesdi'liYt July 08, 2009 location ; Palorrmr Airport Rd. btwn. 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E! ::amino Rea! 8L Loker Ave, -W. lnncvatlon Way 2-0AY AVERAGE AM Period E8 WB PM Period ED WB DP:OO. "l9 15 1~00 J!Xl J1tJ 00;1$ 35 w :12115 J70 3'35 oo:Jo 16 !I ncrll Jas .39.S liiHS 2J 1Zl 2.3 6'6 109 12.:45 l&'! Ul1. 337 1416 ----------~~~,~~~ 01;.00 ff 17 lJ:OO 1110 3311 Llltl!i 21 l5 lJ!lS J~ JlJ Ui:lD 13 13 lJ;J!J 393 J:M ID.l'l5 16 6Z e 51 1w u:iJ! 411 · ~6 :rro 1J1.4 --~~~,oo~--~,~.--~~~,~~~~------------------~~--~,~ .. ~00~--~~~~ 3W DZ:lS & 24 1.1!15 481 305 OUD 15 Z7 HrlCI" «12 Z89 ~fi IIi sa: w M 112 11!'fs 4G7 u.m 326 uJ~ 113:00 12 16 15":00 <rn 3L!I ll!~l.!i lO 2.4 15:15 "JJ';9 ll'fi 113~n 1:9 :f! ts:lO 467 3lfJ M~s ts ~ ~ ~~m~------------------~~~----·~·~--~--~·~n~~·~~~'~~~~~~~'~'--------------------~'~1~$~-- o<&:oo llJ 55 Ui;OO su 32.7 (lll.:!.S 26 71 .16:15 Sll 379 !l1;10 16 ' 12D 16:30 Sl1 3711 [Ji!45 4? 132 9'4 J5ij 490 16:4S 59l 2203 4l.ti 1-494 Oi:IXI 53 136 17100 fiU7 !98 o&:ls-n 232 111U 532. 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P~kHour' 1/ulume P.H.F. 3/So/o i.l:1S · . ,·l37ll '~" l1b7l 1525% "·"" AM, ' · · --,--'--4· 1 4"' . '" ... 111:15 · ~ir<::u . . UJi~v " 53 52 "' ' . "" 27 ·lS ;no-U! 119' 145% DailfTotals _E_, ___ _,w,.,ac._ _______ --"'""!!l"'~•!!l...,~- 2fl9:J[l 1009U -40-819 PM ·. • ·: ·16:Js,;._ · .l&.t5 .;.:., .... 3ii7a"/ : . . .. 0.9"~'. :_ . Fluid Dala Sorvlcas of Arizona, Inc, (520] 318-07'15 Volume• lor: Tuost!ay, July 14, 2009 !l City; Glrl'!barl Wednesday, )LlJy 1S, 200!;1 Lot:atJon; Palrnoar Airport Rd. btw'n" Melnn;.e Dr,&. P~eo V.:dlndo AM Period O{l:OD 00:1'> '""" 00:45 Ul:DC JmL5 EU~30 (Jl:~~ """ rrms Ql:3D oo~· OUlO 0~:15 U<f':lll o+~<IS" D!i:;OD OSdS. D:J':lO llS~~5 05;00 C£!1S. 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"'"" 200 '" ~~--~~761 209 1205 ' 1)9:0~ 185 23'1 ii'J:l!i !Ill ZZS" 119;lO lW 2.'1'6 O!MS' lTl .liD 20!!' 1'186 )O:Ot! liSl t~ }{):15 lB5 lh1 LOJ.O 173 2l!l ___ rn,,<,s __ -"!2~-·~.}.tU 774 ___ ----- 11;00 u:lS ll"" IJ:<i5: Total V'ol. Spilt ~u Pffi..k Hour V~:durne P.H,F. 213 "' 211 7JO ~0 2J3 :109 10'2.2 2JS 908 39.1% 'H:.tS lU50 O.BS' '"" 07;0[1 · '1-u6·.·· 08[. AM :zv:oo m 119 21);15 ill 93 21J:)D l!ll Ell) ~.~''L---~·~~~~~'~~7·~~''~'~--------------------~·~~~-- 21-:0D 114 02 2:1:15 BS 7ll n:Jo ru n 15fl9 2.1:"1:5 89 )60 '13 'Hl7 filS J.L110 7D 4fi lltis-SD l.3 2l:J1) 69 211 ~~·--~~~~:~45~--~6~7--~Ue•~~m~~u~'L---------------------~J~YSL-__ 12422 ''·,o7roo 2lS1l ·:o,opi; 2)([)(1 n:l!l 2J:)(f 2]:45 31 " l1l 15~ 19 :·tb:ls··· · · ·=in2 > · :D.!YJ .. .-. P .. lly'iotals 14770 PM 4M% 243 17B45 tombl.nr:a ]02.67 · ·.:u:.lits' ·· ":mS o.P.r · Fu~ld Dais, Ssrvicee of Artmna. Inc, r.;2o) J16-674o ;Vah.1mes: for': ~V, July D7l 2.009 & ere,: Cmlsbad Wedo.sday, July oa, 2009 Lor:a.tion :: 8 camtno Rwl! btwn. F!'lraday Ave.. ill Palomar Atrpclrt R:d. 2-DAY AVERAGE AM Perlod 1'48 so PM Period NO so OOtOD ll 2.i 1z-~D 212 ~z ntm!;; 5I 10 u.:LS &2 2n (.lii;)D 5I 9 J}.;)(J · 263 226 Pn>jec:t# 09-SOBHlOB --~~~·~··•~----~"--~'~'---''---~~--------------------~~~--~u~-~'--~'~'~'--'~'~~~~~~~·~~~--------------------~'~~--· Oi;OO 'i 10 t3:1i0 Z13 25~ vJ.:.lS a 10 l'l:l!i Dl 24ti DJ.:3D :3 o4 1J:]() 119 2.17 01:1!5 7 21 g JJ 52 13:'15 712 9M 2l! 9S7 02::00 •J' 1 lt::liO 209 ll1 Ctl:lS 5 'I l•Jil5 IJS 2$ [11:)(1 5 --'1 1-1:30 207 237 ~45 5 2.il s 19' 39 14:-45 237 Ba8 :!3S 91irJ Ol:IJI'l 6 7 15;00 l!l7 2D6 DJ:LS U · 9 l~ffi 236 Z!m OJ:]{] 1.2 11 ~~ U2 ;,sa --~~~"~·~--~·'-'· ~ '---"''''-----n ].S":-~s ... 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B70 }$ liE<'J 19()4 13:-'£5" !5 Split%' Pe.kHour Volu~ P.H.F. o?:J!i . . ii64 ,~, · ·ll:'is · · ·i039 . OJ;iij 11.21B '07':·15. 2.141 . l}~IJ :· .::, ,, '.:' " 2!1 1l' 90 10 131J1fl ; ; 11i:li: ',,·liB+ ·-·· · · ·a!91.'·.·; 14Q 8271 SB 1J795 16:~5;.: .. ':'ijJ:;·.: :c.86 Dl'lily Totals ''•, 114 15977 Combined l12P!i .16:!5~ ,,,;· .~~3~':: . .O.Sfi VoJUm&.li i-or:. TUesday1 A~.~gu!l:t (J'I., 2009 tk Wer.lnesdav,. August 05, zoog Field Data SBPVlc.e.s of Arizona, illC- (520) 316-6.!45 tJJt:nt'lon • El ~mlnu J:lt:!al btwn, Camlrm \ll:ltd kohle & Cassia Rd. 2•0AY AVERAGE AM Period NB SB PM Perloti ~B SB OfJ:OO 16 :W U~ 217 2.88 OO:lS. 13 !3 llilS 27-'1-ZSJ 00:3lt 5 7 1.1;.)8 310 2"'.10 Project# 09-5otl1-oo9 ~~OOM~~~----~'~'--~''~-''L-~~~--------------------·~~~--~~~-~''L---~~~~,,~~~_e~~·--~,,~~a_ ____________________ ~>~u. lll;Qu til S 11:00 lll<-2U {}};IS 6 6 U:1!i l84 231. Ol:JD '8 6 U:)O 2SO 2:Cn OJt-45 U l9 1L ~ ----------~~0 l.l:<!S W1 ~Oc44,_~!,_,9,.&_.sllSl<!-_________________ _ 19illl Ol!O!J 5 l3 t4:Dil 157 2.W IJlllS: "1 1'1 14:15 24{1 216 ITWD 13 15 !<1;38 225 ll.l ll~:(j; fl 7J 13 5'1 Bl 1M5 ' 21'2. 9JJ 2.5'1. 901 ""' m:oo 4 16 JS:OO 24z u~ ol:u; 11 u 15:15 m m O]:lll 5 .13 IS3D 221 172 --~·~·~"~'------•,~·~_E~L--J'L-~·~~---------------------~~--_Jl~~~~'L---~>l~<c_ -~~~·L-_3~n~-~~c~ML-_____________________ ~~-- M:oo 13 U 16:00 244 )[16 04:1'i Zl 12 1l.i:!5 242 366 IJ4:J'fl. n 21 l&::ro 2-'U! ara 04:45 3"1 113 21 75 1.64 16:-IIS 256 ~l'i 46.1 1Sf2 O$t0D -10" 2.4 lHlt 138 121i 0~15 S6 29 t7:15' 2J.l )42. £5:10 BD 45 ll:ltl 220 l4tl ns~ 10 a-5 51 149' Hl n,~ 100 tt11 urn 1399 [lj);!l!l 102 62 Ut:(,Xl w 15'8 ll6:LS: 121 99 1D:l5 156 20'1 o&::ro t~ 1os 111::30 m 19) -~"""''"''-~-'!1;:<,_ 509 Ul 199 9B8 l.lt:15 165 669 190 D7liJD 257 127 U:OO 14(1 lJ7:15" 347 158 1!1;15 125 D7;J{Jo 445 129 19":3tl 11~ ---2'~''~'''--~~~~~DO~Z~~17~2~-~~~5'-------------------~~~~~7--~t~·~···~--~lfi~. 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"'-·-"·.m__~ ---------"'"'·'---''"1.,·"'---~'"'a'-~"'""•-"''"'--'z"'"'----~· ,..., tD:oo 10!1 94 O!l';.Do n :t" UI:!S 107 B3 22:15 3'0 34 10:JD llB Wl 22:Jfi W Jl __ ,,n,:<,_> ___ . ..Jll±1L_'141:t::L __ 29~2_.,<l7<.<>o_ ____________ .. J!ll,!Jl!!._ __ .,>£!'.!;"'---.ll~>---97!!_ __ fo>B~ _ _fl.33~---------___ ~n,o,__ __ H:UtJ 11B 111 2:1~1.1 17 2S H;l!i U6 i tl Zk(S 14 lB U::HI 128 12J Zl:1fl 10 19 1!.."'1'> Ul' ~7B DO. -tn 955 n:45 13 54 lJ TomiVDI.. Pellk Ho.Ut \'Cl!L!me P~H.F. 'JOOfi . 56.9% [IJ:lS a76 .- o.H7 """ AM •4J.l%" 5fi'12 <16]1 . 40.6% 07!1.~. ·.·J..iaos.··. :·oJJZ: NB '"" ·:"aids ... . fu-6·,-:: ~ 0;'95 mo S1J llll56 PM , .·· o.fi.;!-- m ~ODZ Cornbin~ 1G.4V!i . > .· 1£:4~.' ,, . ".~: ... < I-5 Southbound RRmps at P.alomar Airport Rot~d LBlle ConfiguratiDn fur Intersection CDpitelty Utilii!:lllian J'oge 2 of3 Pk. Hr. Time Period : 7:30AM to Soum Appr (Nll) B:.lO AM Lane Con:fig- ucntions inside (left) l 2 3 4 5 6 Ourside-? Froe-flow Lane Settings Cup a city 0 0 0 0 Are the North/South pha!les sp!H (YIN)? Are the Ell.it!Wcst plmses split (YIN)? Effidf;ncy Last Factor D.W Hourly Volumo 0 0 Adjusted Hourly Volume 0 0 Util~aticn F:actor 0.00 0.00 CritiC!ll F'IJcton o.uo lCURati[) = 0.50 0 0 N N 0 0 0.00 0.00 LOS~ I North Awr (Sll) 1 1 2 3600 979 979 0.27 0,27 A 0 0 !800 0 251 0 251 0.00 0.14 W estAppr (EB) El!St AJl!!r {WB) Left Thru _Right Left_ Thru Right 0 3 0 (J 6000 0 0 407 100 0 507 0 0.00 0.08 0.00 0.00 0 0 0 0 0.00 1 1 2 4(JQQ 5Q4 504 O.!J 0.13 0 0 412 0 0.00 Turning Movements at lntersectl.on or: 1~5 Sou1hbo:und &mps: and l'rdumnr Alrp(}rt Roa-d TllllC: 7:30AM tt> &:30 AM North fi.pproaoh Dote : 07n410~ Day : Tucsdey NBlJie: Lm!:IIZO, Mich1$Cl, Brian 1230 Sub-751 0 T'lli!!L__ tom]' j t w e 755 _t ' 1262 ~ 0 501 407----:-+ ... too t I A Narth p t p i 0 0 0 Subt()toJls lOO 0 Tobl toO South Approa<h . !642 0 979 l. r D I-3 S~tn.thbound Ramps 4]2 L H2 ._.... 504 r 0 !.2!!L.. Subtntnh~ Sub- tutH!z T2tds 9!6 0 2302 1386 . PAiiOmi4r Airport RDad Note: Left~t:unJ "foJumes iocluc.le U~turD.S, U-turns in bold. B • s t A r p r· 1-5 Southbound Ramps at. Palomar Airport Road Lone ConfigunWon fur fn~rsection Capu.::ity Utiliz:ation Pogo3 ofJ Plr. Hr. Tlmo Period : Sooth Appr (NB] 4:45 I'M to 5:45PM Lane Conflg .. umtiMs Inside (left) 2 3 4 5 6 Outside 7 Free.--flow Lane S~ititlgS Capacity c 0 0 0 Are tho North/South ph&cs split {YIN)? Are !he Ea.VWestph"""'. split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 0 c Adju51.cd Ho-urly Volmne 0 c Utilizatron Pector 0.00 0.00 Critical FLJctors 0.00 lCU Rnlio = 0.48 0 0 N .N 0 0 0.00 0.00 LOS- Norlh Appr (SB) 1 2 u 3600 0 1800 610 0 138 610 0 131 0.17 0.00 0.10 0.17 A West Aopr (EB) 0 0 0 0 0.00 0.00 J 1 1 3. 6000 777 !062 D.IB . 0 0 2B:5 0 0.00 Bast Appr (Will 0 2 0 o· 4000 0 0 826 1!99 0 g26 0 0.00 ·0.2! 0.00 0,21 Turning Movemenlo at ln~r&::etion of; 1·5 Southbound lbJttps and Palom11r Airport Road w e s t A p p Time : 4:45 PM to 5:4:5 PM North Approa!!b Dote : 071!4109 ])a~ : TUOllllay Name : Loren.'ttl1 Michael, Brion Sub- Totnls tcrte§_ 1014 2076 0 ___t 0 777~ 2ll5 1062 Sub;totab_ Tot11l 285 188 j 0 f 285 South Approttcli 798 0 t t l'!Mb t Q 0 !997 0 610 ·L. r 0 1·5 Southbound ltJ>"'P' !l99 L !19'1 ~ 8).6 r 0 0 Total SubW!l!ls Sub-. totals . 2025 1387 Polcmar Airport Road Note: Left~tum 'Vo[umes inclUde U-turns. U-l:Urrll; in bold, I-5 Northlmund Ramps at Palomar Airport Road Lnm: Confi.fl:Ut1ltion for lntersectitin Caplldl,y Utilization Pnge 1 of3 Pt. Hr, Titne Periolf: 1:30AM 1D South Appr (NB) i:JD AM L~ne Confil!, w umtions inside (left) 2 J 4 5 5 OulSide · 7 Lone Settings 0 ·1 Cnpacity 0 2000 Ate the North/SoU!h phos<> split [YIN)? Are lh< EMI/West p!Jnm spli! (YIN)? Efficiency L.crst F'acJor 0.10 Ho~trly Voh.tmr: 259 3 Adju'lted Hourb1 Volume 0 262 UiilizrUkHl Pactof 0,00 O.iJ CrWcal Fa.ctqrn ICU RAiin ~ .0.10 2 J[jO{) N N li24 1324 O.l7 0,37 LOS~ Nor!h Appr (Sill 0 v 0 0 0 0 0 0 0 0 0 0 0.00 0.00 O.DO 0.00 13 Wes! Appt·iEB) BnSl Appr (WB) 3 0 0 3 2 1300 601){1 0 0 6000 3600 178 l2Bl 0 0 735 456 i76 l2BI 0 0 TIS 456 0.10 0.21 0.00 0.00 0.12 O:IJ 0.10 0.13 Thrnfng Mo~e:nts 11t inter'jection of~ r-s Northlmuod Ramps and Palomal' Airport Road w • A p r r Time: 7:30AM to B:JO AM Date: 07/14/09 . Day; 1\lesday Ni"'me: Vt::ron.ica; Re.ul Sub- Tol!lls ~ --.-. 996 <455 ;1. J45g Suhto\als · Nord1 Approach 0 J JlR __f !2il-- 0 .~ I 259 0 0 Total--1586 1~S Northbound RRmps 635 ~ 0 63~ Sub1otBL 0 0 0 Sub- t ~ totals . L 456 t +---n·s .--· 0 NtJrth ll91 0 2605 t r J 1324 P.i!lnmar· A.irpoJ't RoOd llB6 Totals 3796 South Approach Nore: hcfHum \'Oiumes include U-m!'tJEi. U-tums In bald, ~ • A p p l-5 Northbound Ramps at Palomar Ailport Road Lnnc Config.~imHon for lnieJ'seclion Cnp~rotty UtiUzullon Pk .. H.r, Time Pelilld; South A eRr iNBL 4:45PM tn 5;45 PM ~...II!!:!L _Rlgnt Laue In.~ide-I Config" (len) 2 I I Ul1ltiohs 3 4 5 6 O~tsiclc 7 Free-flow Lane Sij!lings 0 1 Capoc\ty 0 2000 Are the NorthiSouth pha<es split (YIN)? Are tht: E.nst/'Nr::st phtse"l !i=pilt (Y /}1)? Efficienw Lost Foetor 0, l 0 Hourly Volume l2B Adjusle.dHourly VCJ)utm: D 129 UtiUnrtion F11ctor O.OD D,06 Cr1tloof Ffll!iors· ICU Jta>jo ~ 0,!1 1 1 2 3600 N N 696 6% 0,]9 0.!9 l.OS = North A;>pr [SBl_ ~-Thru Rignt 0 0 0 0 0 0 0 0 0 0 9 0 0.00 0.00 G.OO 0,00 D WtstA~er(EB} Eas>A~~rr~ Left Thru ~ Lefi Thru ~ I I l 1 I I I I l I J 0 0 3 l I gQ{J 6000 0 0 6000 3600 353 1234 D 0 ISJI 860 ll3. 1234 0 0 ISJI 860 0.20 n.21 0.00 0.00 O.ll 0.24 0.20 0.32 Turning Movr!rne:nts: at lnrerscctlon of: l-5 Nor!bbounrl Rnmp• Mel Palom11r Mrport Rolild w 0 ' A p p Time : 4:45 P'>l lD 5:45PM Dale: 07/14/ll9 Day ~ Thesd<"~' Naml!.; Ylilroniaa, RMul Sub- To~ totals 1959 3546 0 I587 North Approach 353 1234-4>-0-. 0 "'l 1n 0 _Subtotals 0 To I> I fl25 17.14 0 0 0 0 t L. t North t r· 696 ~25 l-5 Nu.rtbi].rnmd Rampx !21<1 L 860 -1---183 I r 0 ~ Subtotals Sub- rotab Z69l [9}0 Pa~umar A.il'P()I't R(IBd Tollll.s 4621 Sou lh p, pprooch Note : L.cft~tum volumes inclllde U-turn~ U~tums in boid, E • • t A p b Paseo Del Norte at Palomar Airport Road Lane Configuration for lnh:rse:ctkm Capac-ity Uiillzatfon North Appr (SB) WestAppr (ffil) Page 2 ofJ EasLAvor (WB) Pk-. Hr" Time. Period : 7:45AM to 8:45AM _ Left . Tnrt! RJghf Left . Thru Rlght ~. Thttt Right ~ft _Tim! · RJght Lane Con.fig .. urntians rnside (left) l 1 2 1 l 4 5 6 Outside 7 Free .. flow LMe Settings C.apudty 2 2 1600 4000 Are the North/South pbaties split (YIN)? Arc the Eost!West pbBScs "f'lit (YIN)? Bfficiency Lost FEtCtor 0.10 Hourly Volu111<> 2% 102 Adjusted Houcly Volume 246 244 Utiliw![an Factor om 0,06 Critical Factum 0.07 ICU fultlo ~ 0.60 0 2 0 3600 N "' 142 97 0 91 0.00 O.ol Los~ A 2 0 4000 0 48 84 ' ll2 0 0.03 0.00 0.1!3 2 360[) 163 163 0.05 1 1 I , 6000 21!5 "2270 0.38 0.38 0 2 3 l 0 3600 6000 l&OO !55 55 8J9 135" 0 55 8J9 135 0.00 0.02 0.14 0.08 0.02 Turning MDvements at lnteJ:scetioo of: Fa&eo Del No-rte .and PalornJ.H' Airport Road w e ' A p p r TiiTl.fl.; 1:4.5 AM 'f' 8;45 AM Nor!h App•oach . Dnte: 071141()9 Elay : Tue.sday 622 Nrune: D11nn:y~ Laurie# Ken 229 0 Sub-84 48 97 T~JWIL .. J + L.. !176 ___j 3609 1 163 2433 2115- !55 • North t ~ t I Sul:ttotals Total 246 102 142 0 248 49C 733 Paieo Del Nort~ J9) L 135 +-839 r 55 1D Totnl SuhtpWs 1029 Prdomar Airport Rood T~ 3393 South Approsch Note : Left-tum volumeg include U-tnms. U-tumn in bold. E • s t A p p r Pasoo Del Norte ot Palomar Airport Road Lane Configuration for Intersection Capnoity Ulliiz.etlon Page 3 of3 Pk. Hr, Time Period : 4:45PM ID 5:45PM Souto Appr (Nil) North Appr (SB) WestAppr (BBl BastApfl! (WB) Left ..1Jm!. Right ~. Tl1nl ~ Left .1:h!JL Right Left ..1Jm!. llignt Lane; Inside J . I I. 1 ConOg • (left) 2 1 1 umtlons 3 5 6 Omside 7 Free-flow LNJe Settings 2 2 Cnpnciry 3600 4000 Are the North/South phases split (Y M)1 Are the El\litiWe•t phases split (YIN)? Hfficiency Lost hctor CJ.l 0 Hourly Volume l7.7 95 Adjusted Hourly Volume zn 2H UriHznllon Factor 0.08 0,05 Criticat F'lictors 0,08 ICU RBtic = 0. 70 I 0 2 D 3600 N N 119 232 0 232. 0.00 0.06 LOS= B 2 0 2 4000 0 3600 109 250 268 359 0 26B 0.09 000 0.07 0,09 0.07 3 0 2 6000 0 3600 1320 195 227 1515 0 227 0.25 0.00 0.06 I I I 3 6000 \BOO 2162 226 2162 126 0.36 0.13 0.36 Turning MOYf'.JllCill£ at (IJtcrsection or: PUsefJ. Del Norte and Palumar Airport Rood w e s A p p Time: 4:45PM Ill 5:45PM North Approneb Foseo D•l Norte Dllll:: 071!4/09 Dey : T..,sdoy 1173 N$me: Denny~ Laurie1 Ken 591 582 Sub. 250 Tolllls IDI!lls J .2€96 _ _j 4479. 7 268 l7S;J !320 -+ 195 -----. i 0 109 232 t ~ t North t r L 226 +--';.162 f-227 Total ~Is Sub- ~ Z51S 1703 T.l!!l!!L 4318 277 95 . 119 Pnlom~r Airpt:lri Ro~d 0 S"brotals_ 499 Toll!.! 990 Soutl: Approach 49.1 Noto : LefHum volumes include Ubturns. u-t:Urns .in bold. E • • t A p v r Armada Drive/Costco Entrance at Palomar AiqHlrt Road Lttoe Configurntlon fot In.terscctian CB:pac}ty Utilization Pk" Hr. Time Period : 7:30AM to South Appr (Nl3) H:JO AM Lane Inside Canfig,. urntio:n.s (left) 2 3 4 5 6 Outside: 7 Free~flOVII Lnne Settings Capooity 2 1 J600 2000 Are tho NorthfSouth phMes split (Y ff>)? Are the &>t/Woslph88e& 'pli!(YIN)'? Effir:iency Lost Fw:::tot 0,10 HourlY Volurnc 63 IS Mjusted Hourly Volume 63 59 Ut!Ji'tation Fac:tnr C,02 om Cr!ticot Pac!Dr's 0.02 ICU R1ltio ~ 0.52 0 0 N N 44 0 0,00 LOS= North Appr (SB) 2 3600 2000 !BOO 41 10 47 41 10 47 0.01 0.01 om 0.03 A West Appr (EB) 2 3600 161 161 M4 1 I J 6000 2027 2027 0,34 0.34 I ISOO 76 76 0.04 1800 48 4S om MJ Page 2 of 3 3 6000, 1800 R63 175 863 115 0.!4 o.w 'l'l,n:ning Movements nt Intc!30ctioa of; Arm_qda llrive/Cod.:o Eatrante and Palonuu· ~rport Roild w e 5 t "' p' p r Time : 7:JO AM to S:30AM Dale : 07 /C91U9 Day : Thomley Name.-: K.t::n, Vctoniell. Sub- To~ rnm.ls 985 3249 ll North Approach 161 2264 2027 ___ ,_ Subtotuls Thl<ll 76 134 6J 0 2~6 m I\!!!!L 98 339 Suhtot<J!s 0 10 41 Sub- t L.. ~ t_l7S t +-----.!63 1086 ~4B 0 Nnrth t rl>-2112 15 l4 .. alnmar Airport Road 122 Tom~ 3198 South Approe.oh Nott: Left·nim volu.rncs include U~turns. U-tllms in bold. E • ' t A p p r Armada 'Drive/Costco Entrance at Palomar Airport Road Lan~ Configuralion fur Intersection Capuoity Utilization Pago J ofJ Pk, Hr. Time Poriod ! South Appr (NB) Norfu Appr (SJj) WestAJ)p: (BB) East Appr (WB) 4:45PM to 5:45PM Lane Conlig • un:uions lns.ide (left) 2 3' 4 5 6 Outsiae 7 Free-flow Lane Settings 2 Copocity 3600 2000 Are rhe North/South phllSes split (YIN}? Are W. East/West phnses split (Y IN)7 Bfficieney l..Dst Footor 0.10 Hourly Volume >ll 4H Adjusted Hourly Vo!UJno 311 275 Utilization Foetor 0.09 0.14 Cntlool F~JCtors O.H 0 0 " N 227 0 0.00 1 2 1 l .J600 2fl00 !BOO 3600 112 47 175 134 222 47 !75 !)4 0.06 0.01 0.!0 0.04 0.06 0,04 ICU Ratio ~ 0.69 LOS= B Turning Movements ot lntt:m.-e:ction of: w " A p p Time : 4:45 PM Ill 5:45 I'M Dote : 07/09/09 Day :Thursday Name: KQn, Vero11ica · Sub· T~·~ l64J 41!2 41 1469 Armada Dd,etCostco Entran r;;l! North Appronch __j 134 1215~ 120 17S J 677 444 47 t t Norlh t r )Jl 48 227 0 Subtotals JG6 586 ~ 972 'l 1 3 l 3 l 6000 !BOG lSOO 6000 lllOO 1215' 11ll 220 2116 88 1115 lZO 220 2116 sa 020 0,07 O,U O.JS 0.05 0J5 ' •nd P aloJII.ar Airport Rood Armad11 Drive!Co.Gtco Entrance B8 -2116 ruo Soh· ..!l!I!.!L 2424 1 1661 Pttlomar Air~mtR.floDd Tom!. 4085 South Approoch Note; Left-torn v-olumes i:nclutle U~turm. U~ttrrns in bold, B • s t· A p p r College BoulevardJAviara Parkway at Pn.lomar Airport Road Lane. Configuroti.on fur Intersection Cupec:ity Utlli2:nlion Page I ofJ Pk. Hr. Time Period : &mth Appr (NB) 7:3C AM ro &.30AM Ltme Config ~ Un!ltions Inside (loft) Outside F'ree~fiow Lane Se!!ings CapociW 2 3 4 5 6 7 2 2 3600 4000 Are the North/So"th ph.,.,s split (YIN)? Are the BP.~t!West phases spilt {YIN)? Efftciency L.ost Factor 0.10 Hourly Volume 191 365 1"\djusrerl Hourly Volume !91 365 Utili.z.ation Ft.ctor 0.05 0,09 Criticul FuctnrB TCU Ratin = 0,54 1· !ROO N N 235 235 0.13 0.13 LOS= North J\ppr (Sll) ~ l 0 2 1&00 0 3600 S6 114 lll 56 0 225 0.03 0.00 0.06 0.03 A Wost Appr (Ell) East Appr (WB) .I 1 1 1 1 . 2 3 1 2 3 . l 3600 6000 1&00 3600 6000 1800 542 1453 JOI 129 764 39 542 1453 101 129 164 J9 0.15 0.24 0.06 0.04 0.!3 . o.m 0.24 0.04 Tum1ng M(llf l:!menis at lnt!:rsecli!.n uf: Collegt: Roulevard!Avhu-q l'~rkway. and Palomar Airport Road w 0 • A p p Time:? 30 AM 1D i:JO AM Dare: 07/09109 Day :Thmnd•y Name: Roul, Andy S"b • T()~ Jl!!!!lL W65 3161 0 2096 SuhtotJl!: Total NortnAppn>ach _J 342 lll J 19) l 1!33 Scuth Approach za1 114 t t North t 365 791 12Z7 ·o 56 L.. i 235 CtJUcge Bo.oleVard/Avla.ra Parkway 946 L 39 +--764 r m 3 Total iMiiOiliis SulJ. .J!!E!!!.. 932 1747 To liDs 2679 P11lomur Airport Rofld Note~ ~e:ft"·turn volumes include. U-tums. U~tums in bold. E • • t A p p r College Boulevard!Aviara :Parkway at Palomar Airport Road Lane Configurati?n for lnterscct.ion Cap.ncity UtHU:11tion Pk. Hr. :'Jure Period : South Appr(NEL Ntuili Aoor (SBl 4:30PM to 5:30PM L1me Con fig~ umtions Lane Settings Capoeity Innidt (Telt) 1 3 4 5 6 7 2 2 3600 401!0 Altl the Nmth/South ph ... ssplit(YIN)? A~< the Sa.<l/Wtsf ph'"'' split (YIN)? Effi.c:ienay Lo~ Factor O,W Hourly Vo,ume 27.4 210 Adjusted Hourly Vo1ume. 224 210 Utilization FDctor . 0.06 0.05 Criticaf Fa-ctors 0.06 JCV Rlltio ~ 0<7'2 J 1 < 1 0 2 1!00 1800 0 3600 N N m 39 395 576 139 39 0 971 0.08 0.02 0.00 0.27 0.27 LOS= c WestAppr(EB) 1 2 l 1 2 J600 600C lKOII ]600 136 1164 259 350 136 1164 lS9 35() O.o4 0.19 0.!4 OJO 0,19 0.10 J 6000 1493 1493 ,0.25 Turning .Movements at lntaseclhm of: C(lllegf;! Boulevard!Avial'1! l'ark:wny ond Palomor Airport Road l 11!00 90 90 0.05 Time :4:30PM ro 5:30PM N<>rth AppTOHch College B!)u[e.vru·diAvillra Farkw'By w • s A p p r Dare: 07/U9/fJ9 Dll)• : Tlnu>day NllllJe : Rm!l, Andy Sub· T'l!!!!!_ totals < 576 2293 3852 D 136 _j ll64-1559 1'5ub&otals Totnl 259 11102 J 224 1575 1446 iOJO 0 395 39 t L. t North ... i I 210 139 5'13 436 t__ 90 +--1493 r 35() Sub- totals 1933 i344 PaJomllr Airport IW11il ·~ 31.71 South Appro•ob Note: Lclt~turn volunH~s include U4Urn•. U-lllms in oold. E a ' I A p p r CamioD Vidn RDble at Palomar Airport Road Lone Configurat::km for Intt:.rnect.lm~ CBpncity UtitizHtioo Page2of3 Pk. Hr. Time Period : 7:30AM to 8:30AM Lone Conng- umtions Imide (left) 2 3 4 5 6 Olltside. 7 South Appr (NB) Nortl> Anor ISB\ WestAnnriEB) EastAppr (WB) l J I ~~~-~r~~:~flo~W~--~~c-~--~-r-~--~--~-t~--~~--~~~--~----,--L.a.ne .Settings 2 0 1 3 0 3 0 Cap110lty 3600 :woo Are the NorthiSouth phosos split (Y /N)? Are the Enst!W e.st phH.Ses split f.'{ IN)? EfElc:iency Lost Factor (), 10 Hourly Volume 84 · 83 Adjusted l-!ourly Volume S4 ll9 Ulilizarion Foetor (j_02 0.06 Critil:lll F""tO« 0.06 lCU Rntio ~ 0.49 Turning Mavem~nts at lntor:s:ootio11 of: 0 N N )6 0 0.00 LOS~ !SOD 21100 1800 1800 33 !8 3$ 144 33 18 35 !4;1 0.02 0.01 0.02 0.08 0.02 A Camino Vida Roble Time; '/:30 AM to B:Jo AM North Approach w e. s \ A p p r ::lo!<: : 08106/09 Day : Thur..loy Nrune ; V e..rooica,. Raul Sub- Tol!!!L.... ~ 1032 !W3 I A. 14< _j 1012- 24-7 Suhtotuis- Total 435 35 j 84 0 638 86 16 t t North t 83 203 5;!3 0 33 ' ~ r- 36 6000 0 1800 6000 0 10!2 247 182 932 2ll 1259 0 182 !l4J 0 0.21 0,00 0.!0 0.19 0.00 0.21 0.10 ' and PolD:m ar Airpt~rt ltond Catnin~ Vida Roble 437 t_. 211 -<f~--931 r 182 12 IOY3 l'nlllmar Airport Road '[olals 2418 South Appn=h ·Noll: ; LefHum "'\loltnues lodude U-tums. U-lums in bold. B • ' A p p r Camino VidB Roble Bt PBlomar Airport RoBd LllM Co.nfiguret1on for Intersection Capr~city Ulilinti'on Page 3 of] Pk, Hr. Time Pe,Jod : South Appr (NB) 4:15PM to ~:15 :PM Lone Con fig- vr"fi:ons Inside (left) 2 3 4 5 6 · Out>ide 7 Fn»-flow Wme Settings 2 Cnpnoity . 360~ 200G Are tht North/South ph"es spilt (YIN)? Are tlw Ens~Wosl phases spiil (YIN)? Eftl<:iency Lost fRctor 0, i.O Hourly Volume 275 [4 Adju.-ttd Hourly VolUme 275 125 Utilizntion Faotor O.OS. 0.06 Critical Factors 0.06 lCU Rollo = ·0.54 0 0 N N 111 0 0.00 LOS= North Aovr fSB\ 1800 2000 1800 219 90 136 219 90 D6 0.12 O.Q; 0.08 0.12 A West Aoor (Ell) llm!t Aru>r (WB) 3 0 l J 0 1~00 6000 0 1800 6000 0 3& 1441 158 60 1086 30 38 1399 a 60 lll6 0 D.Ql 0.23 0.00 O.OJ 0.19 0.00 0.2.1 o.m Turning Mo-vements Dt fnters!!Ctioo of: CHmino Vida Roble ond Pulom ur .Airport Road w e s A p p Time :4:15PM to 5:15PM Dill• : 08/W/09 Dey: Timrsday Nmne: Veronica, 'FWII )497 2934 .0 38 North Approooh 135 j _J 445 90 t 1437 1241 _,.. t Subtotals TomJ 153 305 215 G 705 Nortll t 14 400 Camino Vida Roble 527 Total _ 82 Subtolnls 0 219 Snb- l ~. t_~-30 -+---· !086 l176 r 60 3 1574 I"' !ll l'alnmar Airport RoRd Total!_ 2750 South Approoch Note : LcfHurn volumes include U-turns. U-tums ill bold, E • s t A p p r Yarrow Drive at Palomar All:port RDad . . L.!Ine Configumtion for 1Jm,rsr;ction Capacity Utilizu.tian Pk. Hr. Time Perjad : 7:45AM to B:45 AM Lone Config. urations Inside (left.) l 2 3 4 5 6 Ootside 7 South Appr (NB) Nor!lJ Aoor {SBl Page2 cf3 West Appr (!!B) lle!rt Appr {WB) 1 ~~~~~F~re~.~~fl~o~w·----~-----~--~~~~--~----~4-~----~--~~--~--~----~ Lane Settings 1 2 0 0 0 1 J 0 3 0 CHJl"City 1800 4000 0 0 2000 0 1800 60110 0 1800 6000 0 Are the l'lorthfSoo!h pboses split (Y M)? N Are !he EosVWes: phru;essplit (YIN)? · N Bfficl!mcy Lost Factor 0,10 Ha\lrly Volume 38 9 30 15 7 9 73 933 88 198 12.57 Bl Adjusted Hourly Volurn:: 3S 39 0 0 31 0 13' !021 .0 198 1338 0 U tiliMIIon Factor 0.02 0.01 0.00 0.00 0.02 0.00 O.o4 0.11 0.00 0,11 0,22 0.00 Criticni Fuc.tors 0.02 0.02 0.17 0.11 lCU Ratio= M2 LOS"' A Tumjng Movemnn~ at Intersection Df: YarroW' Drive ond Palomar Airport Road Time: 7:45AM to 8:45AM North App1011cb Yarrow Drive Date: 07116/09 Dll)':Th~m>day 191 Tohll Name: VE.ronic.u, Andrew 31 160 ~. 0 Sub· ~ 7 15 SUb- T0!.!!_ totnls J t L. ~ . T-'!li!!L w e lJ07 _j L ' 2401 3 73 t St t 1094 9)3 --..,.._._ ll57 l$36 88 --. r 19!1 11 Z52S A North p 989 p i t r-' 38 9 30 Palomllr Airp:ort Rond 0 Subtotain 182 11 Total 359 SouthApproZich Note: Lefl.~tum vohn::nes include u .. tnrns-. U-turns m bold. E • ' A p p r Ya:rrow Drive at Palom11r Airport Road Lane. Copfiguration fudntersection Capacity "Utilizuti.oo Page3 ofJ PI<. Hr. Time Period : South Appr (Nil) North Appr (SBl West Appr (EB) !last Appr (WB) 4:30PM l<l 5:30PM' Loft ...Ih!1!. Right L<>ft . _ Thru. ~ ~ .1!!!:!!_ JY.g_1Jt ~ Tluu ~ Lan<: Inside I l Config • (left) 2 umtianSl 3 4 5 6 Outside 7 Free .. flow . Lan~ Sottings I 2 0 I I 0 3 0 1 J c CapBcity 1800 4000 0 lSOO 2000 0 1&00 6000 0 1800 @00 0 Arc tluo North/South phw:s 'Plil ('.(IN)? N Are tbe Eo::t!Wosl phllscs 5plit(Y/N)? N Efficiency Lost Fo.ntbr 0.10 Hourly Volume 111 10 199 67 15 56 36 1540 63 86 1140 33 Adjusred Hourly Volume 11l 209 0 0 138 0 36 1603 0 86 1173 0 • Utiliziltion Farnr 0.06 0.05 0.00 0.00 0,07 0.00 0.02 0.27 0.00 O.o5 0.20 0.00 Critical Fs !:-tors 0.06 O.o? O.Z7 o.o:; rcu Ratio ~ a.;s LOS~ A "TurJl ing Movements at lntms~tlon of: Yor.raw Dri"~ and Polurnnr Airport &ad Time : 4:30 PM lll 5:30PM North Appro!IOh Yarrow Drive Dale: 0?116109 DKy : Thuo;d•y 2!7 lli!!!._ Name: Veronica,. Anrhew BB 79 Sub~ 0 Sub-56 67 Sub. TotaJs JQmls J w l toW£ e 1307' _j 2946 0 36 1639 !540 -~~o- 63 ~ A North. t L 33 -<1-· ll40 1259 r ff6 13 p p ~ li!9 r t 1!1 199 Palomar Airport llond 0 Subtotals 151 JZO Total 47) Totals 3076 South Approach Note ~ Ldt-:hnn volumeB include Q .. turiJ;s, U~tums irr bok!, E • ' A p p ' El Camino Reul ut Palomar Airport Road Lane Configuration fur lntensection CDipacity UtUJzs.ti.on Pk. ik Tim~ Period : 1:JD AM to R:lOAM Soolh Aper (NBl Lone Config • urntians In!; ide (I<> It) Outside 2 3 4 s 6 7 Lone Settings 3 Capociry J &00 UOOO Are the North/S<luth plloses split (¥/N)7 Arc the E<15VWe<l ph!!Ses spill (Y M)? Eniclency Lost Factor CU 0 flourly Volume 55 526 Adjusted Hourly Volume 55 526 UU!iZfltlon Flll:ror 0.03 0,09 Critit:lll Fru::[()ffi ICU Rotio ~ 054 2 J600 N N -362 362 O.Hi 0.10 LOS~ North Anor rSB\ 1 2 3 I 3600 6000 1800 264 577 211 264 ~77 211 om O.lO 0,12 om A West Appr cmn J· l l ·1 2 3 0 2 3600 6000 0 3600. !19 862 126 405 119 9B8 0 405 0.03 0.16 0,00 0.1! 0.16 0.11 . I 3 2 6000 3600 1269 529 1269. 529 0)1' 0.15 Tumlng Movements at JnU:rsectic:mof: EJ Camino R.eal BRU PalomAr. Airport Rood w e • t A p p r Time :7:30AM ·Ia 8:30AM Dille: 07/15!119 D•y : Wcilnc•day North Apptooch Name: Vcronicl!.. Micbpel) L,C.1 Lnurie· 1052 Sub· 211 577 Totnl.L_ lillYlL . J t 1535 _j 26~2 0 119 t 1107 852 ·-· 126 t Nolill i t 55 525 0 Subtotals l108 943 . Total 2051 El. Callliho ReaJ -i231 I!!!&_ 1179 Subtnllils 5 264 Sub· L.. tnlllls L l29 -+-----!269 22113 r 4Ul ~ 1483 j 362 Palomur Airport R~od Totals 3686 Soutb Ap?mach Note: ;Left-turn volumes ioclude U-tu111.11. U -turns in bold. E • • t A p p r .) El Camino Real at Palomnr Airport Road Lll.l'le Conft~ation for InterSection CapBdty Utilization Page 3 of3 Sooth Appr (NB) North Avur (Sill llastAppr (WB) Pk.. Rr. Time· Period : 4:30PM to 5:lOPM Lane Config .. urations Inside (left) ..J:EL Thru Right~-Thru ..B!I!!!t.~ '111ru ~ Left Thru_ lti~ I 2 3 4 5 6 OuO!ide 1 Free-flow Lune Se11ings Cnpnc.ity ~ 1800 6000 Are tho No.r\h/South pt>ases spUt (YIN)? Are tho Ensr/West phases split (YIN)? EfftciMey Lost FlbCIIlr 0.10 Hourly Volume 110 657 Adjusted Hourly Volume 110 657 Utilization Fac10r 0.06 0.1! CrH.ic.r:il F!I.Clnrn rcu Ratio C;<' 0,78 Turning Movemenhl at lntersect:Jon of: Time: 4:30PM rc 5:30PM Deli~ 07115/09 Day : Wednesday I l. 2 2 3 I 2 3600 l601J 6000 I800 3iiOG N N 461 767 19} 163 258 461 767 793 Hi3 25! 0!3 0.21 0.13 0.09 O.ll? 0.13 0,2] LOS= c Rl Camino Reni North Appro~~<h 30.$4 Name; Veronica, Michael. L.C.) Laurie 1723 5 Sub-163 791 767 T~~ .,._J t w L.. e 1217 __t • 2&ll 3 2lS 1584 lZJS-t 91 t A Norih p t p i r r 3 0 2 uooo 0 3600 1235 9! '437 1326 0 437 0.22 0.00 0.12 0.12 0.12 1 l 1 3 6000 955 955 0.16 2 3600 414 414 0.!1 and Polornur Airport Rood El Carnlnolleol Totul 1331 Sub!pta)s ~'ub- 1DtBJ. L 414 .,.____ 955 1806 r· 437 0 24-58 T.i.!!;ili_ 4264 JJO 657 461 f'nlontar Airport Rolld 4 Sublota!s 1315 Totlll 2553 South Appro!iclJ 1228 Note : · l.eftwwrn volumes-include U-tums. U-tum, in bold, E • • t A p p r Loker Avenue West/Innovation Way at Palomar Airport Road Lane Configuration for Inllr:,r~ctlon Capacity VtUi:uttion POF2 ofJ Pk, 11!. Time Period : 7:30 1\M to 8:30AM South Appr (NB) we Conftg • orations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lone Settings C•pacity 1800 2000 Are !he North/South phases •pllt (YIN)? Are the Ea.o!/Wo<r phosos split (YIN)7 Efllclency Lost Foetor 0.10 Hourly Volume 28 64 Adjusted Hoorly Volume 28 64 Utilization Faclnr · M2 O.Ol Critil:lll Factors 0.03 ICU Ralio ~ 0,66 I 1800 N N 25 25 0.01 LOS= Norfh AJJPr (SB) l 1 !ROO 2000 ISOO 28 f7 111 28 17 II 0.02 0,01 0.01 0.02' ·D West Appr (Ell) I 3 l JK[)(J 6000 1800 187 !166 79 287 1166 79 0.16 0.19 0.04 0.16 East Appr (WB) I . 1 I BOO 43 43 0.02 I I l 3 6000 !996 21190 0.35 0.35 0 0 94 0 0.00 Turning Movements tlt lntcrsectioo of: Loke~ A venue WesrJiun ovatloo Woy A 'rid l't~)om [lr Ail"P'Jrl Road w e ' A p p r Time: 7:JO'AM to S:JO AM North Approacil Dale: 07/16/09 D•r : Thursdey Name : Jm;. B.aul Sub· To.!'!!.L_ -~ 2116 3668 237 ~ )532 1166 -------1>- Subtotals Tom I 79 --. 133 Ill j i 28 0 !56 17 ~ t North t 64 ll7 Lob:er AvenueWest!Jonovatlo-n Way .600 444- 0 2ll Sub· L,. ..l2!l!!L L 94 ,...__ 1996 2133 r 43 1 ll:W i 25 Palomor Airpurt Jl.o..Qd Totals 3353 South Appro~oh Note ; LeftMturn voh.Irnc:.s include V-torn~. U-roms In bold. E • • t A p p I Loker Avenue Westflonovation Way at Palomar Airport Road Lane Con.figuratlon for 14t£rs.ec:tion CaJ;!acity Utilization Poge 3 oF3 Pk. Hr. Time Period : Soulh Arpr (NB) Nortl' Annr ISB) West Appr (EB) 4:JP PM 10 5:30PM Lane Co11fig ·· urations Inside. (left) ~~ Right~-Thru ~,!&!L Thru Jllll!!l~ Thrn Right I z l 4 s 6 Outside ? Free-flow Lane Settings 1 CapWJil)• 1800 WOO Are fue North/S~uth phases split (YiN)? Are the EasO'\Vest phose• split (YIN)? Efficiency Lost Fack:Jr 0.10 Hourly VD-Iume 34 21J Adjuster. Hourly Volume 34 20 Utili.zatlon Fot1or O.Dl 0.01 Critioal Fot:tors 0.02 ICU Rotio = 0.76 l 1800 N N 46 46 0,03 LOS= 1 I 1800 2000 1800 102 48 360 102 48 360 0.01) 0.02 0.10 0.20 ·c l 3 I 1 3 0 18110 6000 1800 1800 6000 0 ]55 2551 103 13 1482 5:1, 155 2551 Wl IS 153$ 0 0.{)9 0.43 0.06 0.01 0.26 0.00 0.43 0,01 Turaing Move~eots et!nter~ctlo~ of: Lolrer Avenue Wcstl.l.nnu\latirm Way a.n~ Pntnmllr' Airport Road w e s " p p ' Time: 4:30 PM to 5:30PM Diae: 07116/09 Dey : Thu!>doy · Nome : Joe, Raul 2309 Suotumls Total North Approach 510 360 48 .J t t North 167 34 0 267 t 20 IQO Loket Avtnae w .. tJI•novn&on Woy 134-Total U4 Subroml. 0 102 Sub- L .JW.IL II>- L 52 -+-1482 1552 r lR 2 27Ul r 46 Pulomtu: Airport RD:o.d T.!l!l!l§_ 4253 South Approocl) Note : Lclt-tlim vCilumes inclu:k U-tutns., [J~turm in 'bJJld, E • .. A p p r (0-AM El Fuerte Street ut Palomar Airport Road Lane Configurntfon for InfelS'ection Capacrty Utiiizntion Puge2 of3 Fk, Hr. Time Period: 7:30AM· to 8:30AM South Appr (NB) Lane Config ~ urations Inside. 1 (left) l 3 4 s 6 Ou!Side 7 Free-How Lane Settings 2 2 Capacity 3600 4000 Are th• North/Soutl> phuses split (YIN)? A~ the !!!lltiWesr p~c"" split (YIN)? Efficiency Lost Factor 0, lO Hourly Volume 98 120 Adjusred lfoudy Volume 98 201 U!ilizztioo Poctor 0.03 0.00 Criticol FaC1Dtli 0,03 ICU Rotio '" 0..52 0 0 N N Bl 0 000 o.oo LOS~ North Appr (SD) 2 2 0 2 3600 4000 0 3600 36 24 17 121 36 41 0 121 0.0! 0.01 0.00 0.03 0.01 . 0.{)3 A Thmlng Movements llt InlUGection of: El Fvcrte-Strcet w e s A p p 'rime: 7:.10 AM to B:JO AM DD\e: 07116109 Doy : Tbursdoy Nam~ : Lon:n:ro~ Erin Sub- TQ_t~ totals 2116 3302 1 llS6 Norill Approoch 17 j ___j !21 1003--+ 62 0 17 North t 120 Subtotals TOt:ll 200 299 499 South Approoch 432 0 3o l r Bl 1 3 6000 !003 lOilJ 0.17 nod Bast Appr (WB) 2 1800 3600 62 129 52 129 0.03 0.04 I 1 I 3 6()00 2000 21!5 0.35 0.35 l"nlom.ar Airport Rnad 0 0 liS 0 0.00 E1 Fucrh 8{yl)e.t J55 L 115 +--1.000 r 129 Total Subtn1:1ils Sub" ~ T~ 2244 15 3379 (JJS P!llnma.r A£rportRoud Ncte: Left-turn volumes include U-turos. U-turns in !Jold. E n ' A p p r El Fuerte Street at Palomar Airport Road LDne Ccnfigumtbn fur lnterseariou Copacicy Utilization Page 3 ofl l'k, Jk Time Perioo : 4:45PM to 5:45pM South Appr (NB) Lone Config ~ urntiont Inside (left) 2 3 4 5 6 Oul>ide 7 Free-flow Lane Settings 2 2 CO!"'Cily 3600 4000 A"' I he Nw1Mlmitll phases split (Y IN)7 Are !he EJlst!W:st phWles split (YIN)? Effidcncy Lost Factor 0.10 Hourly Volume 106 4~ Adjusll>d ffourly Volume !06 241 Uttiivl~on Factor 0.03 0.06 Crith;al Fm::lors (1.06 ICU Ratio 'f 0.66 0 0 N N 198 0 0,00 ens~ 'North Appr (SB) 2 2 0 3600 4000 0 225 !36 73 225 209 0 0.06 0.05 0.00 O.OJi B West Appr (BB) EMtAppr (WB) I 2 3 1 z 3 0 3600 6000 !BOO 3600 61)00 D 26 2285 205 203 l3JO 22 26 1286 205 203 1352 0 0.01 0.38 OLl 0.06 0.23 0.00 .Q.JB 0,06 Turnl11g Movemc:nt.s a!. Intcrst:ctiOII of: El Fuertc Strcl:t nod Palomnr Airport Rood w e A p p r Time :4:45PM to 5:45PM Dolt-: 07/16109 Day : Thurnday "N8.1JW.: Lorcnz.o, Erin 1513 4030 4 2517 North Apptoach 73 J 26 _t 2286 ~~.· 20$ 434 136 l t North t 106 4J SUbtotals _Tat!i.l 510. ~ 347 8$7 521 0 225 l r 198 El Fuerte street 87 L 22 ~ llJO r llJJ 34 Sub- to!o1< 1555 2743 Palom~r Airport Road T."'l!lli_ 4298 South Approach Note : Lc..ft~turn volumes include. U~turns. U-turos i.l1 bold. E • • A p I' r Melrose Drive at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of3 Pk. Hr. Time Period : South AQQr (NB~ North AP£r (SB} West AQJ?L {EB} East AEJ;!r (WB) 7:30AM to 8:30AM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside I 1 1 1 I Config-(left) 2 1 l I 1 urations 3 1 1 1 1 4 I 1 l l 5 1 l l I I 6 l I 1 Outside 7 1 Free-flow Lane Settings 2 4 1 2 3 1 2 3 0 2 3 1 Capacity 3600 8000 1800 3600 6000 !MOO 3600 6000 0 3600 6000 1800 Are the North/South phases split (YIN)? N Are the East/West phases split (Y/N)? N Efficiency Lost Factor 0.10 Hourly Volume 405 440 77 39 520 868 419 647 95 71 1450 73 Adjusted Hourly Volume 405 440 77 39 520 449 419 742 0 71 1450 73 Utilization Factor 0.1 I 0.06 0.04 0.01 0.09 0.25 0.12 0.12 0.00 0.02 0.24 0.04 Critical Factors 0.11 0.25 0.12 0.24 ICU Ratio = 0.82 LOS= D Turning Movements at Intersection of: Melrose Drive and Palomar Airport Road Time: 7:30AM to 8:30AM North Approach Melrose Drive Date: 07il6/09 Day: Thursday 2356 Total Name : Laurie, Ken 1427 929 Subtotals 0 Sub-868 520 39 Sub- To.E!!.L._ totals J + L. totals w e 2726 _j L_ s 3887 3 419 i 73 I I 61 647 __.. ..,___ 1450 1594 95 ---. r 71 0 A North p 763 p I t r r 405 440 77 Palomar Airport Road 0 Subtotals 686 922 Total 1608 Totals 2357 South Approach Note: Left-tum volumes include U-tums. U-tums in bold. E a s A p p r Melrose Drive nt Palomar Airport Road Lnnc Ccnfigul'Q.tlan fur Intemoctlon Capncil}' Utilization PageJoO P<. Hr. Time Period : South Appr (NB) North Aour ISBl West Appr IEBl BastAonrlWl:ll 4:45PM to 5:45PM Lone Config- urotlons lrurlde (left) ~~ Right _Left Tbro.~ Left Thru llight Left ...Th!!!.. Right I 2 3 4 5 6 Outside 7 Fr.ee-fiow 1 1 Lane S<:ttings 2 4 Copaclty 3600 8000 Are the North/South ph~ split (YMJ7 Are the East!WoS::pha= split (YIN')? Ellioiency Lost Fw:tor 0.10 Hourly Volume !'Iff 397 Adjusted Hourly Volume 19() 397 Utiliullun F•ctor 0.05 0,05 Critical Fflcton; 0.05 ICU Rruio = 0.64 Turning Movements at ln.Lerseoticn of: w e ' t A p p Time: 4:45PM to 5:45PM Da;,: 07/16/09 Duy : Thursday Name : Laurie~ Kt::n Sub- T~ totals 1597 4422 1 2!l25 2 !BOO 3600 N N 66 173 66 173 O.ll4 0.05 LOS~ B l 1 I 3 6000 571 577 0.10 1 2 1800 3600 513 698 11!4 698 0.10 0.19 0.10 Melrose Ddft North Approa::h ~Jl 698 j _t 166> _____.. 462 1283 S77 t t Notth t 247,5 0 173 4. I I 1 3 6000 !665 2117 0.35 0.35 0 0 462 0 0.00 1 2 3600 UJ 133 O.o4 0,04 1 I 1 3 6000 873 873 0.15 •nd P.ulom~r Nr):JortRoad M~lrose Drive 1!42 L 48 +--S7J 1054 r 133 0 1904 1 1800 4S 48 0.03 Tomb 2958 190 397 66 Paloroor Alrporl Road Subtotals Totul 0 1112 6o3 ISZS South Approach Note: Left-tum volumes include U-turns, U-l:tlrns in bold. E 0 ' A p p El Camino Real at Faraday Avenue Lone Configurotion fo: lnter.,ctlon Capneity Utlllzolion Pk, lk Tirao Period ; 7:30AM to 8:30AM Soulh Appr (N)?) Lane Imide Con fig - . (loft). Urt'ltions 2 3 4 5 6 Outside 7 Free--flow l I Lane Settings 1 3 Copnchy 3600 6000 Are the North/South phasos '!'lit (YIN)? Are the EMI!Wo•tph"es ·~lit (YIN)? ll!!iclency Last roctnr 0.10 Hourly Volu~rn: 636 400 Adjusted lloorly Volume 636 472 U1illzatiao Factor 0.18 0.08 Criticol Footon 0.18 0 0 N N 72 0 0.00 ICU Ratio = 0.60 LOS= Turning Movemems ilt Intersection of: Time: 7:30AM to 8:30AM Dolo: 07/15109 . Dzy: Wednesday Nome: DaMy, l..<Jrcnzo Sub- T<l!!!!L.._ ..!ll!!I!L w e 1444 ' 1733 u 20 2B9 !73 96 It p p r Subtutlds Tatni 'North Atmr ($B) WestAppr fEB) llost Appr (WB) I 1 I 2 3 I 1 3600 6000 1800 1800 377 906 183 20 377 90& 183 20 0.10 0.15 O.lO O.Ol 0.15 0.01 A EJ C.Rmino Real Nortli Approach 2042 1466 19 183 905 377 J ... L.. _f ~ t ---. No$ ~ t r 636 400 72 n 109& !JOB 2106 South A waocb 1 I l 15 L5 :l l 3000 2800 JIUJO 4000 1800 173 96 !4 637 137 173 96 &4 637 ll7 0,06 O.QJ 0.05 0.16 0.08 0.15 IUld Fnrod:a.y An:nae El Camino RO.RI 576 L lJ7 +--637 r B4 Tolnl 11Jll&!tals Sub- totals Ton.ls 858 0 1461 603 Fqt•aday Av~nue Note : Left""turn v-oh.!mes include U-tmns. U-!Urns ln bold. E t t A p p r El Camino Real at Faraday Avenue Lone Configurmlon for lntusection CnpDClty U tili:mtlon Pk, Hr Thne PO!iocl : South Apnr (NB) :.lorth Aonr I&B\ West Appr (EB) 4:30PM io 5:30PM Lane Conflg • urarions lruide (loEt) 2 3 4 5 6 Ol.ltside 7 Free-flow l l Lam:. Settings 2 3 Cnponity 3600 6000 Are the Nnrth/Soulil phoses split (YIN)? An: fue East!W est ph•"'-' split (YIN)? ll.flioiency Lo•t Factor 0.1 o Hourly Volumo 132 !069 Adjusted Hourly Volume 132 1154 Utiliznti00 f'ae!tor 0.04 0~19 Cri!jcaJ Foetor> G.l9 ICU fulllo = Mll 1 0 2 0 .l60il N N 8S 217 0 217 0,00 0.06 0.06 LOS= B 3 I 6000 1800 1800 661 17 127 661 17 127 OJI 0.01 0.07 !.5 3000 682 6S2 o:n 1 1 1.5 2800 641 641 ()23 0.23 Pogo 3 of3 East Appr (WB) :1. 1 !BOO 4000 1800 187 239 330 187 239 HO 0.10 0.06 0.18 0.10 Turtling Movements nt Intersection of: :Ei Camino Rt:lol and Faraday Aven:tte w e s t A p p r Time : 4;30 PM to 5:JOPM D""'; 07/15109 Doy ; Wodnesduy NIIIJIC : Donny, Lorenzo Sub- T~ tol!dey_ 361 1811 1430 0 Subtotals Totl.ll NOl!h J\ ppmach 895 17 661 J t 127 _j t 6&2 ____..,.. 641 • North ~ t 132 !069 27 1516 12B6 lHOl South ApProach 2432 11 117 4. r Sl El Caminoll.oal U37 L 130 -+--239 r 187 Total £iu!l!Ot1d.s S~b· total• T~ 716 0 J729 1}7J Faraday Avenue Note: Left~turn volume$ include U-turn>. U-tums in bol~. E • s ( J\ p p r '. El Camino Real at Town Garden Road LaDC Configumtinn fur lnle!]ec:tion Cllpac::irylJtllizntion fill!" 2 ofJ Pk. Hr. Time Period : 7:<15 AM to , ~:<15 AM _:;:So"'o'-"'th'-'A.!!p"'p'-r (N=B"-) -1---'-N,orth=A'-'~"'P!P:.:.r_, (iS""B"-)~--W=es\"'A'-"p"'p"-r ""(E.!!L_ East A:ppr (WB) L1111e Inside ~~ Right~. Thru Right ...l.:<!!l_~ Right Loll:_ Thru Right I Conlig-(left) uratfonR 2 3 4 5 6 OUtside 7 Free-llow Lane Soltlngs ! J Capocity 1800 6000 A"' the North/Soutl1 phases <plit (YIN)? Art: the Eas~Wost phases split (YINYI Efficiency Lo.:n Pnctor 0, l 0 Hourly Volume 175 961 · Adjusled Hourly Volume 175 961 Utilization Factor O,W 0.16 Critir::al F'~c.rors 0.1 o JCU Ratio ~ O.J 9 Turning Movcmen~s nt Intersection of: w Time : 7 :~~ AM to 8:45AM Dll!e: 07/15/fJ9 Day : W !!dnestlay Name : Kt:;Jl, t\J'ldrew Sub- T~~ 264 349 II l . 1800 N y 18 18 0.01 Los~ 42 1 3 l 0 1 1 . I 0 1800 6000 IDOO .o 2000 1800 1800 zooo 0 57 717 96 42 4 39 66 n 22 57 777 96 0 . 46 39 66 35 0 0.03 0.13 0.05 0.00 0.02 0.02 0 .tlol 0.02 0.00 0,13 0.02 0.04 A El Camino JteaJ ••d 'foWl!. Garden Roftd North Appruacb El Camino Real 1970 930 ltloiO 15 96 717 57 J + ~ _t L 22 T~ B B s • ' I &5 4 _____.. t ......-.-l3 101 . t A p p r Subtot:o.ls Total 39 -~ ~ 175 20 902 2056 South Approach North t 961 ll'i4 r 66 r IS 165 64 Town Gndm aoad Note: Le.ft~n.un vulmrn::'i include U~turru. U-turns in bold. A p p r El Camino Real nt Town Garden Road L!UIC Configuration for lntCJSe~don Capacity Utilizn:tion Pk, Hr. Time Period : South Arpr (NB) 4.:45 PM tn 5:45PM LBnc Config- ur:ntions [nslde (loft) z J 4 5 6 Oulside 7 LilllC Settings I J Capacity 1800 6000 Are the NOithiSouth pi= spill (Y /rzyl Are the 13a.st/Westph"""' split (YIN)? E!fficic.ncy Lost Pootor O.l(l Hoody Volumo 65 910 AdjU9f8d Hourly Volume 65 970 Utillzotion Factor 0,04 0.16 Diticol Foetor.; 0.!6 !CU Ratio = 0,47 Turnihg-MOYetnents at lutersection of: w ' ' A p p r Time: <:45 l'M tn5:UPM D•te: 07/ll/09 Day : Wednenday Nmru: ~ Ken, Andrew Sub- T~ tota!~ 109 250 141 0 l 1~oo N y 71 71 0.(14 LOS= 130 0 11 Subtotuls Tollll North Appr (SB\ West Appr (EB) East Armr (WB) 1 3 1 0 I 1 0 !BOO 6000 1800 0 2000 1800 1800 2000 0 159 1253 Sl 130 0 ll 83 7 21 159 1253 :51 0 130 II 83 lB 0 O.o9 0.21 0.03 0.00 C.o? O.oJ 0.05 0.01 0.00 0,09 0.07 0.05 A El Camino Real and Town Gqrd~ RGnd North Approach f;! Colllbto Reo! 16~3 Total 1463 n:w Su-I! 9' 51 12.53 159 Sub- J • 4. toWs ToU.l• _t L 21 ---+ t +--7 ll1 • r B3 0 242 Nor1h Dl ~ t r 65 970 ·7J Town Gorden Rond 14 136! IJ 06 ~4<7 South ApprOIIIlb Note: Left~turn voluml:l5 in:.::lude U-lllms. U-rums in bold. E D • A p p r El Camino Rl!ll.l at Camino Vida Roble Lane Configuration fur lnb:::rsection Capucity Utilb:OJ:ion Fage 2 of3 PI.L Hr. Time Feriod! 7o45 AM to 8;45AM Soutb Apor (NB) L""" Conftg • ~rntions lr1side (left) I 2 3 4 5 6 Outside 7 Free-flow Lone Settings 2 2 Cofl"cit)' 3600 40IJO Are V>• North/South phasessplit(YIN)? A"' the Eost!West phases split (YIN)? Eflkleucy LoJ:t Fon!or 0.10 Hourly Volume 324 1121 Adju•tod Hourly Volume 324 112Z Utilization Faclnr 0.09 0.28 Crl<icol Footors, D-28 ,0 0 N y I 0 0,00 !CU Rtrtio = 0.41 LOS= Tumlng Movements 111: h:rtetseotion nf: w • s l A p p Time : 7:45 AM to 8:45AM· Dare : 07123/09 Df!J' : Tlturnde:y Nwne : Ken~ l.tLUrie Sub- T~ total:; 533 622 89 0 S>Jbtotols '?om! 31 0 52 North Annr [Sll) WestAppr(EB) East Anor (WB) 1 ! l Q L25 1800 6000 0 2250 !5 725 214 37 15 939 0 l7 0.01 0.16 0.00 0.02 0.01 A EJ Cn~~tino Real North Apprqn.oh 2127 954 14 2U 725 15 .J t l. ~j -t -l Notfb ~ t r 324 1121 6 783 1446 2229 South ApproilCb I 0.5 1.25 0 0 woo 2250 0 2DOO 0 0 52 0 0 52 0 2 0 0,00 M2 0.00 0,00 il.OO 0.02 0.00 ••d Camino Vida Roble El Camino Real 1173 t__ ..c-- r D Totti Subtotals· Sub- _E!IllL T.!ll!l!._ 2 0 4 2 CoDdno Vldn iloble Nut~: Lell~rum volumes include U-tu:rns. U4ums in ho-ld. 11 a s t A p p r I 21-~~"". El Camino Real at Camino Vida Roble Lane ConfigumLioo for'Intersectioo Capocity Utilizi1tlon Pog1: J oO Pk, Ht. Time "Period : Soufu Aoor (Nll) 4:45PM to 5:45PM Lane Conflg- urntians lnslde (left) l 2 3 4 s 6 outside 7 Free-flow Lane Settings Cap8l0i!y l 2 3600 4l!OO Are the Northf$outh ph'"''" split (YfN)? Are !he Eost!Wes: plui= split (Y !N)7 Efficiency Lost Fa~:<tor 0.10 Hourly Volwno El 945 AcljustetlJ!ourly Volum< 81 948 Utililmion Factor 0,02 0,24 Crificu! Factoo; 0.02 JCU Rotio ~ o.ss Turning MovemMmts at [nterscction D f: Time : 4:45 PM to 5:45PM Dare: 07123109 Day : Thursday Name : Ken, Laurie Sub· Totllls • lula)L w e 110 s 71! 0 601 " p p r G 0 N y 3 0 0.00 LOS= 190 2 409 Subtotals _Iota I North Aoor (Slll West Appr (Ell) EastAwr (WB) J 1!00 24 24 O.Ql A I I l 3 6000 1449 1489 025 0.25 0 LZS 0 2250 40 190 0 190 0.00 o,oH El Csmlno Reo! North AjlproO<:h Ui1S 1513 24 40 1449 24 .J + L~o- _____j i _ .. _ ~ North ~ t r 81 945 3 11 1871 . 1029 2900 Sou!b Appm!iclt 0.5 1000 2 2 0.00 and J 1 1.25 2250 4()9 4()9 0.18 0.18 0 0 woo 2 0 0 2 0.00 0.00 O.M ComiofJ Vida. R.oblc 0 0 3 0 0.00 &I Carol•• Real !l62 L 3 -() r 1 ~ §ubtn~ sub- ~ T""')s 0 10 5 C•mluo Vld• Rob I• Note: Left:~ tum volllln:C3 inclucie U~toms. U~tums in bald. E • s t A p p ' EJ Caminn Real at Poinsettia Lane Lane Configurl'tion !or lnlc-.rsecllon Cllpar:ity Utilizatiou Page 1 nf3 Pk. Hr. Time Period: 7:45AM to 8:45AM SauthAppr (Nil) NOrlh Aoor (SB) WestAppr (BB) East Appr (WB) ~ Thru. Right ...JSL Thru ..llill!!t Left ..1!>!1!.. J!il!!:!l ~ . Thru .!!@!._ Llll1c Inside Dmng • (left) 2 uratlons Free-flow Lane Seltinl!" 2 ·l Copoeil)' 3600 6000 1800 Art> the Nor!h/Sauth phMe• spilt (YIN)'/ N Me the Eli>~ est phase• split (YIN}? N Eft1chmG-y Lost faC"tor O.lO Hourly Volume 12 1122 ll9 Adju!>tcd H~:~url)r Volume: !2 ll22 !19 U tiUz.ation PBc.lor 0.00 0.19 0.07 Cri.tic!ll Fantom 0.19 ICIJ R.lll:io ~ OJB LOS~ l l l l l 2 2 2 3600 4000 !BOO '1600 46 6Bl 8 9 46 681 i ~ O.o1 0.17 0.00 0.00 O.ol A i I 2 4lJOO J 12 0.00 o.co 0 2 0 J600 9 270 0 270 0.00 0,08 o.os 2 0 4()00 0 4 201 205 0 0.05 0.00 Turning Movements et lnterscction of: E! Camino Re11J and l'oinsett!a Lane Tillie: 7:4$ AM to B:45 AM North Approaoh El Com!~• Real Date : 07/ZJ/09 D"l' : Thmoooy 2067 Tot~ Nmn~ ; ServruHID, Bria[]J Loronio, Rrrut 735 1332 Subtr/.ilili.._ 0 Sui>· 8 68! 46 Sub· Toti!l• _ !!l!i1.lli_ .._1 t L~ w ·~ e 17 ___j L s JS D 9 201 t 21 l --1--i 1--4 9 ~ t 270 ·' Norlh 47S l! p t p 1 r r 16! [2 ll2l 119 ? Suhtotuls 967 1253 ~ 2220 Totnls 643 South Approach Note: Left~tUm yolumes.ID.olut]e 0-turru, U-tumdn bold, B • • A p p r El Camino Real at Poinsettia Lane Lane Configuration for'lnrersection Cnp&city Utilization Pk. Hr. Time Period: South Appt (NB) North APPt (S!l) WestAPpr (EB) 4:45PM to 5:45PM L11ne Inside. I CoJJfig -(lefi) 2 urntians J 4 5 6 Outside 7 Froo-l'low Lllne Settings 2 J I Capacity 3600 6000 !BOO Are the North!S01lth phases split ['i IN)? N Are the Ea$[/West phases split(YIN)? N Efficiency Lost Ftmtor 0.10 Haurly Voiume 20 878 27B Adjusted Hourly Volume 20 878 278 UtiHzatiol"l.Factor o.oi O.IS 0.15 Crldctll Fn.ctors om !CU Rat!<> = 0.54 )'AJS= l I z 2 I 3600 4000 !800 169 ln9 19 169 1529 19 0.05 0.38 0.01 0.38 A 1 I 2 JGUO 15 JS 0.00 2 0 4000 0 4 1 II 0 0.00 0.00 0.00 l'llge 3 ofJ EastAVlJrfWB) 2 1 0 ·3600 4000 0 !% 9 7l 196 81 ,0 0.05 0.0;! 0.00 0.05 Turning Movements at lntersoc.tioo of: El Camino Real ond P obasertia Lane w e • A p p Tim<> : 4:45 PM tD 5:45PM Nortb Approoch El Cllldino Real D•te : (l712J!1l9 D•y : T!mrsdey 2<.\llJ Name: Sef'l/andc, Dr!ml, Lorenzo,llm>l 1717 966 1 Sub• 19 1529 !69 Totals_ tomls ... J t· l 40 66 0 26 15' ____t t__72 4 -+ t .. 9 7 t r !96 Norlh ~ t r 20 87B Z18 8 173B 1176 2')14 South Approach I2!!!L ~L Sub. totals T~ 277 2 729 432 NLJte ; Left-turn valumes include U-lUrn!:. U-tums in bold. E • • A p p r El Camino Real at Alga Road/A''iara Parlnvay Lane Configorotlon for lnterser:tion Cnp!lCity Utiliziltio~ Pk, Hr. Time Period: 7:45AM In 8;45 AM Lane Coofig- motions Inside (loft) Outside 2 3 4 5 6 ., South Appr (NB) North Aoor (SB\ Page 2 of3 Wesi:Appr (EB) East Ap!l! (WB) Yree--flow .. ~ Lane Settings 2 '--:;l--.-+-;;----:;----;;-+-::;----:;----;-+-::----,,..---;;---1 2 3 0 2 2 \ 2 2 0 Cnl""'ity 3600 6000 iUlo the North/South phu= split (Y ll'{)1 Am <be Ea•t!We't phases split (YIN)'l Efficu:neyLoslFoctt>r 0.10 Hourly Volume 250 1006 Adjusted Hourly Volume· 250 1006 Utilization Faclor 0.07 0.17 Critical Factors O.i)'i' 1800 N N 244 ~44 0.1~ JCU Ratio = 0.68 WS= Turning Movements atlnters~tJon o-f: w • ' A p p Time : 7:45AM ;o 8:4S llM DBIO: 07/1:J/09 Doy : Thursday N a.ro(l : lo"Q, Erin Sub- To.!!!!!_ totals ?33 1178 Subtnlob To till 78 l:U 245 3600 6000 0 3600 48 7$3 63 ·78 48 816 0 78 0.01 0.14 0.1)() 0.02 0.14 B El Camlnn Real Nol1b ApProach 2D~O 864 1 63 153 48 j t L. ____} ------It>-t -~ North 1 t r ~0 1006 244 0 1809 !~00 3309 South Approa::h 4000 1800 1600 4000 0 lZ2 245 Bl4 420 101 122 245 Xl4 51.1 0 0.03 0,14 O.lJ O,!J 0.00 0.14 0.23 oud Alge Road/Avian :PArkWay 1 !86 t _ 101 "' ~0 r 814 3 Sub- tot• Is 1335 416 1751 Alg-A R'llaif/Aviera. Parkwny Note ~ Lef't-tuto volumes inctude U-turns. U-tmns in bold. E • s A p p El Camino Real nt Alga Road/Avian Parkway Lanll Conncumtlon for Intersection Cnpocity Utilizl!i:ion ~oge 3 ofl Pk.. Hr. Time Period : 4;15 PM to 5:15PM South Anpr (NB) Lane Canflg- u.ratlom lnside- (left) Outside Freo~tlow · , Lane Settings Cn.pacity 2 3 4 5 6 7 l l I 2 3 3600 6000 Are the North/South phosessplit (YIN)? Are the llasL'W ssl phases split (Y IH)7 Efficiency Losl F&mor O.ID Hourly V ObJ me 510 952 Adjust.~ Hourly Volume 5!0 952 U!iiizutfon Factor 0,!4 0.16 Critl"'l Footors 0.14 l 1800 N N 672 336 0.19 !CUR>ltio = 0,76 LOS= Turning Move.tne~ at Inters~ction of: w 0 s A p p Time: 4:!5 PM 1<l 5:15PM Datt: ; · 07/23/()9 Doy ; Thurnd!IJ' NRme.: loe, Brin 908 !701 793 l Sub!o!hl> Total 96 343 354 North Appr CSB) , West Appr (EB) E>s!AJ!PI (WB) l "( 2 3 0 2 1600 6000 0 3600 164 1239 97 96 \64 1336 0 96 o.os 0.22 0.00 0.03 0.22, c El Camioo Real North Approaoh 2637 JSOO 19 '17 1239 !64 .J ~ L.. ___j --:---i" t ----. North I t' i 510 952 672 D ·1932 2134 40~6 Suuth Approsch I l 1 2 2 2 a 4000 1800 3600 4000 0 34J 354 345 · JOO 71 343 Jjj. 345 371 0 0.09 o.zo 0.10 0.09 0.00 0.20 0.10 and Alg•ll<>ad/Avlaro Perluvny El Comluo R.eol !137 L_;l .. 300 r 345 6 Total ~ Sub- totak 716 1166 Totals 1882 Algo lloudiA•iarn Parkway Note ' Left:~tum volumes include Uflrorns. U-rurns hl bold. 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(,'~"lHp '"'U;olo• :<,, :.>iJ<>ll••>O U•·•l~oMll'<><' '><IUH• l<'>lt~•~i;l ~'I' <·lllt,.,u><1<1'· •*<•fll """ ~M\IL~~.t!<'""';n;lt'Jt<l o\1<•!1<1 :.-... ~ '>-.ll;"f ~-~,, ;o '""'u~'"'lrr.<M> "i~;j (hill! ~fi)Q) (6t1) 1<1:111 ii}:<!l ~., iUIJ '"" 12:1!) 11:11) O:!ll c:!l:7} {ll:llt '"" lllllil '"" j:l;7} (fl~i (11:4) ,.,., {i'l;71 fli;lij (h:'l) [U:<ll '""' !C:<I} !'l;l!) fh3l (7:3) (7:Jj • '"'' {QNj WMJ 1~4) 16:4) (\',:!)j l1;l¥J '""' p;i;UJ ""' ''"' ro•l csm {3;7} Tfilf' L!(NUTW M!Uul!' 11S. ilJ! 1·5 Southbound Ramps at Palomar Airport Road Lane Configuration fur Inll:rsectJon Capacity utiliZB.tian Puge 2of3 Pic. Hr. Time Period : South AQJ!r (NBJ North Appr (SB_l 7:30AM to B:JO AM ~ Thru ~ Left -Thru Lane inside 1 Config-(left:) 2 urntious 3 4 5 6 Outside 7 Froc-fiow Lane Settings 0 0 Capacity 0 0 Ace the North/South pnases split (YIN)? Arc tne East/West phases split (YIN)? Bfficiency L.ost Factor · 0. J{) Hourly Volume 0 0 Adjusted Hourly Volume 0 0 Utilization Factor 0.00 0.00 Criticalhctors 0.00 lCU Ratio = O.SD (,O ,~I) 1 1 0 2 0 0 3600 0 N N .)(,\~ 0 979 0 () 919 0 O.flO 0.27 0.0() 0.00 C.27 ( 0,1),~) LOS = A V" Rlght 1 j iBOO 251 251 0.14 West Am:!r {EB} East A2gr (WB) Left Thru Right Left Thru Rignt J 1 1 I 1 1 1 0 3 0 () 2 0 0 6000 0 0 4{100 0 A~\ G-1.?l 0 407 100 0 504 412 0 507 0 0 504 .0 0.00 0.08 0.00 0.00 O.lJ fl.OO 0.00 ~ 0.13 ,;....-- Turning Movements at InterS!lction of: I-5 southbound Jta.,p,. and Palomar AJrport lbad w e s t A p p Time : 7:30AM to 8:30AM Date : 07n 4109 Dlly: Tuesday. Name: Lorenzo, MichaeL, Brian 1230 Sub-251 D T~ total~ J t 755 _t 1262 u 0 507 407 --;-+~~\) i 1{)0 + North ~ t 0 0 {1 Subtotals lOO 0 Toml too South Approach . I-5 S~Jnthbound Ramps 1642 412 D 979 ~\~) ~ .L \. -r 1.. "')~ 4-12 504 r 0 I 0 0 Total Subto!als Sub- ~ 916 1386 Totals 2302 . Pal(}mRr Airport Roo.d Now : Left-turn voll.l.Oles include U-turns, U-turns in bold. E a. s A p p r· 1~5 Southbound Ramps at. Palomar .Airport Road L1111e Configuration for In~rse~:tion CapB.City Utilh:ation Page3 of3 Time Period : Pl.::. Hr. 4:45PM 5:45PM Lane Config- urlll:ions to Inside (le·fl) Outside Free-flow . lane Se. ttings South Ae!!r (NB} Left Thru Right 1 2 3 4 5 6 7 0 0 0 Capacity 0 0 0 Are the North/South phases split {YIN)? N Are lhe East!Westphases·spht (Y!N)? .N Efficiency Lost Factor 0 .l 0 Houri)' Volume 0 0 0 Adjusted Hourly Volume 0 0 0 Utilization factor 0.00 0.00 0.00 Critical Facton 0.00 0.00 1CU Ratio = . 0.48 LOS = (o \ S:") North Ap_l)r (SB) Left Thrn Right l l 1 2 0 l 3600 0 1800 ~'),llt) 10 D 1118 610 0 188 0.17 0.00 0.10 0.17 (o .\~) A v West A~!!!: (BB) East A~I!r (WB} Left Thru llight Left Thru ..llishl. J 1 1 I l J 1 0 3. I) 0 2 0 0 6000 () o· 4000 0 0 ('\=t;) 285 0 \:_~-\OJ 826 1199 0 1062 0 0 1!26 0 0.00 0.18 . D.OO 0.00 . 0.21 0.0() 0.00 1/" 0.21 (rJ'. ~'1-) Turniog Movements at lntcr~ction of: 1-5 S11uthbound fuln~ps and Palomar Airportlloud w e Time : 4:45 PM to S:4j PM D Elte : 07114/09 Dft;Y : Tuesday North Approach Name: LofCllZQ, Michael, Brian Sub- T~~ 1014 2076 0 I-5 So!fthbound Ramps !997 Total 798 1199 Subtotals 0 6~-~-1A) Sub- totals . L_ 1199 Totals E a 5 1062 0 777 285 (tt~)~ 826 2025 ' t A p p Subtotals Totaf 0 0 (I 285 0 South Approrscll t I 0 0 0 3412 1387 Palomar Airport Road Note: Left-tum volumes includ~ U-turns. U-turm: in bold. A p p r 1~5 Northbound Ramps at Pa1omar Airport Road l-Bne Conli!lllration fo1· Intersection Capacily Utilizacion Page 2 of3 Pk. HI'. Time Period: 7:30AM to Soll1n Appr (NB) ll:JO AM L11ne Config- urations inside (left) 2 ] •I· 5 6 Outside 7 Ptee-flow Lane Settings 0 C&pacity 0 2000 Are the Norlh/South phases split (YfN)? Are lhc EastfWest phnscs split (Y /N)? Efficiency Lost Pan10r 0. I 0 Hourly Volume 259 J Adjusted Hourly Volume 0 262 Ulillzation Pacto( 0.00 0. D Ct·itielll Factqrn / ICU RaUo = .0.70 2 J600 N N ~~\<\) ! 24 1324 O.J7 0.~;, LOS"' Norlh Appr (SB l 0 0 0 0 0 0 0 0 0 D 0 0 o.oc 0.00 0.00 0.00 s v Wesl Appr (EB) East Appr ('WB) r 3 () 0 ] 2 1800 6000 0 0 6000 3600 \~s~) \ ..t--1..,). C-t\A) l78 !281 0 0 735 456 178 12RI 0 0 ns 456 0.10 0.21 0.00 0.00 0.12 0:13 0.10 v 0. l.l V"" Tuming Movements at ln~et·section of; T·S Nort,Jbo\ln<l R11mps ~ntl Paloma I' Airport Road w e s ( A p p Time : 1:30AM ro 8:30AM Date ~ 07/14/W . Day ; Tuesday Nr11ne : Veronicn,. Rau I Sub- To.!!!!!_, totals 996 2455 ]~59 · Norch Approa:ch 0 0 0 j + 1711 __j ~ 1:zs1 --(-\-"S0 t 0 .t North l t 259 J 0 0 r 5&6 1586 South Approach 1-5 Nortbbound Rnmps 63.5 0 0 ~ L ~ r· lc· ,q) 1324 \:_-r- Tollll 63S Sublotals Sub· totals 'fo!als (-r\1-\ l ~~.r-r~1 ) () 1191 0 3796 260.5 P11lomsr· A.ll'j)OJ't Rmid Note! l:.efHum volumes include V-tui'IIS. U-tums in bold. E n A p p I-5 Northbound Ramps at Palomar Airport Road Lnne Configura!io11 for iL\ters~clion Cupoclty Utilization Puge. 3 oFJ Pk. Hr. Time Period; South Appr (NB) 4:45PM to 5:45PM L~ue Co11fig" m-atlons l11side (lef't) 2 3 4 5 6 Outside 7 Free-flow Lane Sa!iings Capacity 0 0 2000 Are Lhc North/South phases split (YIN)? Are the Ea>t!Wc:st phi!ses split (YfN)~ Efficiency Lost f'llctor 0,){} Houri}• Volume:: liB I A djusled Hom·l)1 Volume 0 129 Utilization Factor 0.00 0.06 Critical Ft'i~lors- K1J Ratio C ~~~~ J 2 JGOO N N \_); '}.l\) 696 696 0.19 0.19 C> ,'l.. 0 LOS= North ABfJd:SBj_ West A~r (EB) East Appr (WB) 0 0 0 3 0 0 3 2 0 0 0 !800 6000 0 0 6000 3600 0 D 0 353 0?l t234 0 0 (..f.i'>) ISJ 1 ~J-~) 8 0 Q 0 353 1234 {) 0 1831 860 0.00 0,00 o.oo 0,20 0.21 0.00 0.00 0.) 1 0.24 0.00 0.20 0.32. ,_...- D t,./ Turn~ng Movements at lnrerscclion of; l-5 Northbound Rmnp~ ~tnd Palom11r Airport Ro:td w e s t A p p Time : 4:45 PM lo 5:45PM Dnle : 07!14/(.}9 Day : Tllesday N11me ; VerolliCil., RHul Sub- To~ totals 1959 3546 l587 0 Subtotnls TotAl North Approach 0 0 0 J t ..cl t l:lS 0 0 B15 825 South Approacll 1-5 Northbonnd Ramps 12!4 ~ 12\4 Sttblo1als () (} Sub~ ~ totals ~)-S) L 860 +--IG3(~bS) 2691 T.Q!!& r 0 0 4621 uno 1(--\-1-AJ 696 P11.lomar Airport Road Note : LcfH11m volumes inci\Jde U-turns. U-tums in bold. E II 5 A p p Paseo Del Norte at Pnlomar Airport Road Lane Configuration far Intersection Capacity Ulilization P~ge 2 of3 Pk. Hr.. Time. Period : 7:45AM to South Appr (NB) North Atmr (SB) &:45 AM L1.1ne Couiig- urlltions fn::>ide (left) 2 3 4 5 6 Outside 7 Fre~~flow Lane Sertings Capacity 2 2 3600 4000 Are the North/South ph1llles split (Y!N)? Are the East/West phases :split (YIN)? efficiency Losr Factor 0.10 Hourly Volume 246 102 Adj ustc:d Hourly Volume 246 244 Utiliwtion Factor 0.07 0.06 Critical Foclors 0,07 v ICU Rllti11 = 0.60 (o·'-i) 1 0 2 2 0 0 J600 4000 0 N N "' (~P.) (0)· 14-2 97 4S B4 0 9'7 . 132 0 0.00 O.Q3 0.03 0.00 0.03j/' LOS= A (~) West:Appr (EB) East Appr (WB) 1 1 2 3 0 2 3 l 3600 6000 0 3600 6000 1&00 163 (1rr~q) 2115 155 (~'7--1 55 (.("S t) (.!: 7) 839 135. 163 2270 0 55 &39 135 0.05 0.3B 0.00 0.02 0.14 0.08 0.38 (o,~l\) 0.02..- Turning Mo'Vements ar Intersection of : Paseo Del Norte Jlltd Palo10~r AirportR011d w e A p p r Time: 7:45 AM to &:45 AM North Approach . D11te : 07/14/09 Day : Tuesd11y Name: Danny, L!Uirie, Ken 229 Sub- T~ totals 1176 3609 2433 84 46 J + 7 163 _f ' 2115 ---+-~~~, t 155. Subtotals Total Nortli 1 t Z46 102 () 248 490 738 South Approach Paseo Del Nom 622 0 97 ~A) t_ ......- r rt%'t-.) 142 Total 3!i) Subtotals Sub- totalr Totl!ls f._Jr'?l . 13 l) 639~.:; 1029 55(~1,) 10 3393 2364- Palomnr Airport Ro11d Note ; Left-turn volumes include U-turns. U-tums in bald. E ll s A p p Paseo Del Norte at Palomar Airport Road Lane Configuration for lntorsectio11 Capacity Utilization I' age 3 of3 Pk. Hr. Time Period : 4:45PM 10 5:45PM South Appr (NB) North Appr (SB) Lane Config- urations Inside (left) 2 3 q. 5 6 Oulside 7 Free-flow Lane Settings 2 2 Ca:pacity 3600 4000 Are the North/South phases split (Y /N}7 Are the East'West pnnses-split (Y/N)'1 Efficiency Lost Factor 0.10 Hourly VGiume 27.7 95 Adjusted Hourly Volume 277 1l4 Vtilizalion Factor O.Oli 0.05 Critical Factors 0.01! ./ ICU Ratio = 0.7Cl (o;TL) . 1 0 2 2 D D 0 3600 4000 N N (!;-~) (-1('71 119 232 0 0.00 2J2. 0.06 LOS.a B (c) 109 250 359 0 0.09 o.oc 0.09.V"" West Appr {EBl 1. l 2 3 0 3600 6000 0 (.-t-~1) 268 1320 195 268 1515 0 0.07 0.15 0.00 0.07 v East.Appr (WB) 2 3 l 3600 6000 1800 ~s) f\.'\1)) A-'>') 227 2162 }26 127 2162 226 0.06 0.36 o, l3 0.36 C o.:s-b) Turning Movements at tntersection or: :Pas eo Del Norte and l'alomar Airport Road w e .s A p p Time: 4:45PM to 5 :45 PM North Approach DIUc : 07/14/09 Dll.y : Tuesday Name : Danny, Lauric, Ken 591 Stlb- Totals totals --~ .1696 4479. 17&3 250 109 J ~ 7 26R __j l\ 1320 -+(t-61; t Subrotals Total })15~ North I t 277 95 . 0 499 491 990 South Appros.ch Pueo Del Norte 1173 5&2 0 232 ) Lt~ ~~)L_ ~'i ~ 226 . ... . "J:t62 (+5). 227 r 119 (-rc:;) Total Subtnta\s Sub- totftls Totals 2615 32 4318 1703 Palomar Airport. Road Note : L~ft-tum volumes include U-tums. U-tilrns in bold. E ll. 5 t A p p Ar-mada Drive/Costco Entrance .at Palomar Airport Road t.:ane Configuratlon for lntersc:cbon Capacity Utilization Pk. Hr. Tirne Period ·. 7:30AM to I!:JOAM LBne Config- urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings South Appr {NB) 2 1 () North Aovr (SB) West Appr (EB) 2 1 1 2 3 l East Appr {WB) 1 1 3 I Cap~ciry 3600 2000 0 3600 2000 1800 3600 6000 1800 IBOO 6000. 11100 Are the North/South phases split (YIN)? N Are the Easr/West phasc:s split (YIN)? N (_kA-l l ·t11) ( +r;1) <~-;) Etl'icicncy Lost f"nctor 0.10 Hour!J Yoh.nne 63 (5 44 41 10 47 161 2027 76 48 863 175 Adjusted Hourly Volume 63 59 0 41 10 47 161 2027 76 48 1163 175 Urilitation Factor 0.02 0.03 0.00 0.01. 0.01 0.03 0.04 0.34 0.04 0.03 0.14 O.lO Critical F'actors 0.02 ........... 0.03 .,...-0.34 (op&;} 0.03 ....- ICU Ratio = 0.52 LOS= A ~ (o.S3) Turning Movements at Intersection of: Arm;~da Drlve/Costro Entranee and Palom.ar ~irport Road Time ! 7:30AM to &:30 AM North Approach Armada Drlve/Costco Eotrance Date: 07/09/09 Drty:Thur5{lay 437 !2ltL Name: Kl:n, Vcconica 98 339 Subtot3ls 0 Sub-47 10 41ft4) Sub· To~ totals j t L: t ') totals Totltls w e 985 l61 __t --('\) s 3249 ll t (rs:) 175 t 2264 2027 _...(r .... !163 1086 76 ~ .----48 0 3198 A North 'P 2112 p ~ t r r 63 ]5 44 Palomar AirportRuad () Subtotals 134 122 Totai 256 South Approach Note: Left-tum volumes include U-lurns. U-tums in bold. E It s t A p p r Armada Drive/Costco Entrance at Palomar Airport Road Lane Configuration fur Intersection Cap11eity Utilization Page 3 of3 Pk, Hr. Time Period ; South Appr (NB) North Appr (SB) 4:45PM to 5:45PM Lane Conflg • urations lnside (left) 2 3" 4 5 6 Outside 7 Lane Settings 2 0 2 Capacity 3600 2000 0 -3600 Ar-e the North/South phases split (YIN)? Are the East/West pha~es split (YIN}? N N Efficiency Lost Factor 0, I 0 Hourly Volume 311 Adjusted Hourly Volume 311 U tiliwion Factor 0.09 CritiCBI F~Wtors ICU Ratio = 0.69 . 48 ") 227 (~~ 275 0 0.14 0.00 O.J4v 2"]2 0.06 0.06 LOS=< B 2000 4-7 47 ll.o2 ..-- (o:-71~ (c) 1 1800 !75 L75 0.10 West Appr (BB) East Appr (WB) "] l 2 . 3 1 3 1 3600 6000 1800 1800 6000 1800 \ken) (~) c~s) 134 215. 120 220 2l16 88 JJ.4 1215 120 220 2116 R8 0.04. 0.20 0.07 0.12 O.lS .0.05 0.04-...-035' -~3'1) Turning Movements ut Inten>ection of: Armada Drivo/Costco Entrance and PaJcmar Airport R.oud w 1: s A p p Time: 4:4.5 PM to 5:45PM Date: 07/09{09 Day : Thursday Name: Ken. Veronica · Sub- T~-~ 26<1-3 North Approa.ch 444 175 H J t 4112 41 1469 134 _j (215 -----)o.-(y-"11) t Subtotals Total 120 t l· 311 0 386 97"). South Approach North t 4B 586 Armada Drive/Cos teo Entra nee 677 233 4 222 ~~ ~ 88 (.Ho~ 2116 r-220 r 227 1 Total Subtob!ls Sub- towls 2424 1661 Totals 40R5 Palom11r Airport Read Note ; Left-tom volumes include U·lllrns. U-turm; in bold. E a s t· A p p College Boulevard/Aviara ParJa:vay at Palomm· Airpf)rt Road Lane Configuration for wtusection Capacil)' Utilization P~~gc: 2 of3 Pic. Hr. T1me Period : Soutt. Appr (NB) North Appr (S.B). 7:30AM to &;JCIAM LllJJe Config • urntions lnside (left) Outside:; Free-flow Lane Settings Capllcily l 2 3 4 5 6 7 2 2 3600 4000 Are the Nor!h/South phases split (YIN)? Are the ER!.>riWest phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Vo /urne 191 365 Adjusted Hourly Volume !91 365 Utilization Factor 0.05 0.09 1· l l JBOO !BOO N . N (~~~) ~) 235 56 O.lJ O.OJ 0.03 Critical Factors ll.I3 cox~~) (&,I:A) JCU Ratio = 0.54 . CO·'I) LOS= A C~! 0 2 0 3600 1!4 lll 0 225 0.00 0.06 West Agpr (EB) East Appr {WB) I . I 1 1 1 2 3 2 3 3600 6000 1800 3600 6000 1800 542 (~) ( ~p.~j 0-67) (:t-'>) 1453 101 129 764 39 542 1453 101 l29 764 39 0.15 0.24 0.06 0.04 0.13 . 0.02 0,24 0.04 (o ,'>-b/ (o .~S) Turnlog Movements at lnterseclion of: College Roulevard/Avl~tra l'arkWPy and Palomar Airport Road Time: 7:30AM to &:30 AM North Approach College Bouievard/Avlara Parkw11y Dale: 07/09/09 DR)' : Thursda.y 1227 ~ Nam.e; Raul, Andy 281 946 Subto~ls ·o Sub· 111 ll4 56 Sub - T~ totals J + u+t$) ~ Total~ w e l0ti5 542 _.1 c~tJL s 3161 0 1453~~9 t 39 2096 (!t.~) +---764 93Z 101 t (+4?Jr 129 3 2679 A North p 1747 p ! t rt~se) r 191 365 2JS 'Pnlom.ar Airport Road 1 Subtotals 342 191 ToUll 1133 South Approach Note: Left-tum volumes include U-tums. U-tums in bold. E a li t A p p College Boulevard/Aviara Parkway at Palomar Airport Road L!!ne Configuruti?n for lmersection Capacity Utih.zstion Page 3 of3 PI'-Hr. Time Period : South Appr (NB) North Appr (SB) West Arpr (EB) EastAppr (W:B} 4:30PM to 5:30PM Lane Config- urotions [nside (left) Outside Free-flow Lane Settings Capacity 2 3 4 5 6 7 2 3600 2. 4000 Are the North/South phaser; split (YIN)? Al-e the E.ast!Wes~· phases split (YIN)? Efficiency Lost Factor 0, IO Hourly Volume 224 210 Adjusted Hourly Volume ;l24 210 Utilizntion Factor . 0.()6 0.05 Critica[ Factors 0.06,......-- JCU Ratio = 0.72 (o.1b) Turning Movements at Intersection of: Time: 4-:30PM to 5:30PM D11te: 07/09/09 DJl)' : Thursday Name : Raul, Andy Sub- 1 l I I 0 2 2 3 2 3 l !800 li!OO 0 360{} .3600 6000 1800 J60{} 6000 18(!0 N N ~1) \!\Q) (..t-W\) E'"-'1o) ~\Oj) (A-Io) 39 395 576 136 1164 259 350 1493 90 139 39 0 971" l36 1164 259 35(} !493 90 0.08 0.02 0.00 0.27 0.04 0.19 0.14 0.10 .0.25 0.05 0.27.........-0,19 0.10 ~,1.\ I (01\'l-) LOS= c v College Doulevard/Avhu·a P1rkw11y and Palomar AirportR01sd North Approach CoUege Boulev~tt-d!Avian l'arkway 1446 Total 1010 436 Syb1Qt!Js 0 S76 395 39 Sub- Total:> totals j ~ ~Q) totals Touds w e 2293 !36 ___; \.~;,)L s 3852 .D 90 1559 1164~\of) t (..r\~).._ 1493 1933 259 t (+1\·t 350 l 3217 A North p i344 p I t jt.t-b1) 224-2)(} 139 Pa)Qmllr Airport Road 0 Sublotals 1002 513 Total 1 S75 South Approach Note : Left-tum vohunes include U-tums. U-turns in bold. E a A p p t Ca:mino Vida Roble at Palomar Airport Road Lane ConfiguratJon for Intersection Capacity Utilization Page2 of3 Pl.:. Hr. Time: Period : /:30 AM to 8:30AM South Appr (NB) North Appr (SB) WestAppr (EB) EastAppt (WB) LIIIIC Config- urntions Inside (left) I 2 3 4 5 6 Qll(side 7 Free-flow LIIJ!t Settings Ct!paclty 2 3600 2000 Arr, the North/South phases sp[it (YJN)? Are the Eru:VWest phases split (YIN)? Efficiency Lost F8ctor 0.10 Hourly Volume 84 . &3 AdjusLed Hourly Volume 84 119 Utilization Factor 0.02 0.06 0 l 0 1800 2000 N N (t6'' ,~~ 33 f& 0 33 ll! 0.00 0.02 0.01 Critical Factors o.o6v-o.azv- ICU Ratio = 0.49 &.~1 ) LOS= A ~ 1 1800 35 35 0.02 1800 ( 1 1 3 6000 0 0 (..\-\~} 144 1012 247 141\-1259 0 0.08 0.21 0.00 O.ll coa-~) 3 0 1800 6000 0 c~~} c~ld\) (."'~~ 182 932 211 182 1143 0 OJO 0.19 0,00 0.10~.-- Tumiflg Movements at lntersectiol'l of: Cnmino Vida Roble a11d l'alom ar Alrporf Ro11d w e. s 1. A p p r Timo: 7:30AM to 8:30AM North Approa~:h Camino Vida Roble Date : 08106/09 Day:Thu~BY Name: Veronlc11, Raul Sob- To~ JQ.m!L 35 J 105'2 2455 !403 144 _t ""'' 1012 ~\ 'I Subtonds Total 247---. 435 ~ 84 0 638 523 ~ Bll 437 Subtotals 18 ~ t North t 83 203 0 33 . ~~A) 1(-\'?) 0o~ ~;~ c~-;) ~ 181 r e+-4) 36 1325 12 1093 l'fllomar AirpDrtRoad Totals 2418 South Appmach · Notu : Left-tum volumes \oclude U-turns. U-tmns in bold. E a a t A p p Camino Vida Roble at Palomar Airport Road Lune Configuration for Intersection Copacity Utilization Page 3 of3 Pk. Hr. Time Pe.riod : Soufh A~!!r (NB 1 North Aoor (_SB) West Appr {EB1 East A~Er (WB} 4:15PM to 5;15 PM Left Thru Right Left Thru Right _1E!!_ Thru Rigbt Left Thru !tight Lone Inside 1 J Con fig-(Jc.f!:) 2. 1 I l 1 ur11tions 3 l 1 1 1 1 4 1 I 1 5 1 J 1 1 6 · Outside 7 Free-flow Lnne Settings 2 1 0 1 1 I 1 3 0 1 3 0 Capacity 3600 2000 0 1800 2000 1800 t&OO 6000 0 1&00 6000 0 Are the North/South ph11ses split (YIN)? N A.rt the EaslJWest pnBscs split (YIN)? N (..\--5) C..r'qo\lts) Efficiency Lost Factor o. to fit~)~~~' c-~ \8&;) Hourly Volume 275 14 1 19 90 136 38 U41 tSB 60 1086 30 Adjusted Hourly Volume 275 125 0 219 90 B6 38 1399 0 60 II t6 . 0 Utilioz:ation Factor 0.0& 0.06 0.00 ll.I2 yos 0.08 0.02 0.23 0.00 0.03 0.19 0.00 Critical Factors 0.06 v (),)2 0.23 0,03 · ( o/lL) (o ,c'-\) JCLT fu!Uo = 0.54- (p.SS) LOS= A; ;......- Turning Movements at [ntersectioo of: Camino Vida Roble and hlo10ar Airport Road w c s A p p Time: 4:15PM to 5:15PM Date : 08106109 Day : Thllrsday Nome : Veronica, Raul Sub· T~ totals )497 2934 1437 ,0 North Approach 136 J _t 38 1241 ~~) 158 t 445 90 t t North t !75 14 0 Subtotals ToiBI 305 400 70:) Cnmiuo Vida Roble 527 ~ 82 SuJrtotals 0 219 Sub· ~~) ~' (. >(:,~ L ~\'t~-4----30 1086 1176 0-~J)t 60 3 1574 rc~s) 111 Palvmat Aii"J'ort RoRd ro -~ r" t=="'.. -+ ~Ros;- Totals E a s t 2750 A p p South Approach Note : Left-turn volumes include U-tums. U-turns in bold. Yarrow Drive . at Palomar Akport Road l-one Configuration for Intcrsectioh Capacity 'Utilization Page2 of3 Pk. Hr. Time Period : South Appr (NB) North Appr (SB) Wesl Appr (EB) EastAppr(WB) 7:<\5 AM to ll:<15AM Lane Conftg • urations Inside (left) 1 2 3 4 5 6 Outside 7 Free-flow Lane Settings C~:~p;tcrty I 2 1800 4000 Are the North/South phases Split (Y M)7 Are the East!W est ~UISeS Sftlit (YIN)? · Efficiency Lost Factor . 0.10 HotJr!y Volume 38 9 Adjusted Hourly Volume 38 J!> 0 0 0 0 N N .l-kJi) 15 0 0 0 1 3 0 3 0 :zooo 0 1800 6000 0 1800 6000 0 7 9 73 (\-\5:') 933 (-F~) Q-\\'2-J g~ . 198 1257 at 31 0 73. 1021 .0 198 1338 0 U tllization Factor 0.02 O.oJ 0.00 0.00 0.02 0.00 0.04-0,17 0.00 0.11 0.22 . 0.00 Critical Factors 0.02;/"' lCU Ratio ,.. 0.42 (o.J\:?J Turning MoYements at lntt:rlle.ction of: Time: 7:45AM to !!:45 AM Date: 07/16/09 Day : Thursday ·LOS:=: 0.02. v 0.17 0.11 (o.2~) A ...... .....- Y nrrow J) rive nod Palomar Airport Ro11d North Approach Yarrow Dri'l'e 191 ~ Name: Veronica, ATldrew JI 160 Subtotals w e A p p Sub. T~ total~ l307 :2401 1094 9 j 3 73 _j 933 --+(t\>0) 811~ I 0 7 15 t L.. L t ~~\~ North (-¥>) t t ~4) 81 12.57 19& 11 Sub- totals 1536 989 . Total!! 2525 38 9 30 Po.Iornar Airport Road Subtotllls Tow I 0 282 359 South. Approach 77 Note : Left-tum volumes include U-turns. U-turns in hold. E ll A p p Y srrow Drive at Palomar Airport Road Lane Configuration for rntersectioD Cnpanity Utilization PEige 3 of3 Pk. }{r. Time Period : 4:30PM Ill 5:30PM. Soutll Appr (N~) Lnne Config- urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capucity J 2 1800 4000 Arc the: North/South phases split (YIN)? Are the East/West ph~ses split{YfN)? Erficlency Last Factor 0.10 Houri)' Volume !II 10 Adjusted Hourly Volume: 111 209 Utilization Factor 0.06 0.05 Critkal Factors 0.06 t.,....- lCU Ratio "" o.ss (o ,Si>) 0 0 N N )~S) 99 0 0.00 LOS'"' North Appr (SB) WestAppr (EB) East Appr (WB) l I 0 ] 3 0 1 J 0 JSOD 2000 0 1800 6000 0 1800 6000 0 67 15 56 36 (4-\qo) 1540 63 (+S:) (-\-') 86 114-0 33 0 138 0 36 1603 0 !16 1173 0 . 0.00 O.Q7 0.0{) 0.02 0.27 0.00 0.05 0.2D 0.00 0,07£.,../ 0.27 0.05 J--" &G?fJ) A v-- Turning MovemeotS at ]nlers~ction of : Y arr.ow Drive 11nd !'aJom ar Airport Road w -c A. p p Time : 4:30 PM ro 5~30 PM D~ : 07/16/09 Day : Thursd!Ly North Approach Na.me ~ Veronic11, Andrew 13!! Sub- T~ totals 1307' 2945 1639 56 15 j t ... 36 ____......( .'\ 1540 ~\(\o/ 63 t t North ~ t 1! l JO Subtnmls Total 0 . 151 471 South Approach 320 V a.rrow 'Drive 217 79 0 67 ~ t_ 33 (\--\ <\5}.--l140 (.\-c;) r 86 r 199(+S) Tntlll SubtoiBis Sub- tolals Toll'lls 1259 13 30711 1819 I'A.IomP.r AlrpDrl Road Note ; Lef'durn volumes include U-turns. U-turcs ln bold. E 0 s A p p . ·.' -t:g·-AM El Camino Real at Palomar Airport Road Lnne Configuration for Intersectioo Capacity Utlliz.ation hge2of3 Pk. Hr. Time Period : -7:30AM to 8:30AM South Appr (NB) North Appr (SB) West Appr (EB) EastAppr {'INB) Lane Config- orations Inside (Jeff) 2 3 4 s 6 O~tside 7 Free-flow Lone Settings l 3 2 Cllpacity J !100 6000 JliOO Are Ute 'N orth!Sou th phases split (YIN) 7 N Arc the East!W est phases split ('ffN)? :'\ N Efficiency Lost Factor O.JO (-\' "\.1-J (~\\..) Hourly Volume· (~~55 52'6 :"362 Adjusled Hourly Volurn~ 55 526 362 Utili~ation :Fa.ctnr 0.03 0.09 0. Hl Critical Factors O.Hl"' (o.\\, 2 3 3600 6000 2.64 (x'l-") 577 264 577 0.07 O.JO 0.01v lCU RRtio = 0.54 (o ,c;·1) LOS., A ,_ 1· ·1 I 2 3 0 2 3 1800 3600 6000 0 3600. 6000 (\-'l-'\) (~,_~ (-t-"\\7) (:t"~.;) (-t~) (.~~;) 211 119 862 126 4GJ 1269 2.11 119 988 0 405 l269. o. tz 0.03 0.16 n.oo 0.11 0.21. 0.16 0.11 lt>· \1) (oP-} Turning Movements at Jntcrsec~on of: El Cornh1o Rear and Palonutr.Airport Road Time : 7:30AM · to 8:30 AM North Approach ~ C1unirl0 Real Date : 07/15JU9 Day : W eilncsday · i231 IQ!L 1 . I 2 3600 529 5.29 0.15 'Name: Veronica, Michael, L.C., L&urie· 105.2 U79 Subtotals w e s l "' p p r Sub- Toi:Bls toiRls 15)5 264-2 l 107 0 Subtotals Total Bri2 l26 1 t r . '\ 55 526 362 (~11---(: 0 $+1-~-f.r-1~) 1108 ~1-J 943 . \: 2051 529 1269 Sub- totals 2203 0 141!3 P~tlomor Airport Road Totals 3686 South Approach Note: ;Left-turn volumes include U-tums. U-turns in bold. E ll s A p p r El Camino Real at PalomHr Airport Road Lnne Configuration fur Intersection Cap11city Utilization Page 3 ofJ Pk:. Hr. Time Period: 4:30PM to 5:30PM So11lh Appr(NB) North A_Wr_{SB) West Appr (EB) EostAppr (WB) Lane Config- urations Inside l (left) 2 3 4 5 6 Outside 7 Free· flow 1 ] l. Lane Settings ~ 2 2 3 l 1 3 1 1 1 1 2 3 2 Copii.Cily l BOO 6000 3600 3600 6000 1 BOO 3600 6000 0 0 3600 6000 3600 Are the No.rth/South plleses split (YIN)? N Are the East/West phases split (YIN)? N Efficiency Lost Factor 0.10 (~1,'1) (.x '}.1) ()r-t,'$ (x?-1) (~-1,'1\.,o\'1-·'\'\~<t-(4) (..\--'1.1) (~ 1.:1 ) HourlyVoiume (\\'\'L)no 657 461 767 ~·79_3 163 258 1235 91 ·437 ·955 414 Adjusted Hourly Volume I !0 _657 461 767 793 163 258 1326 0 437 955 414 Utilization Pec10r 0.06 0.11 0.13 C.21 0.!3 0.09 O.D7 0.2.2 0.00 0.12 0.16 0.12 Crlticill Factors 0.13 0,21 V' 0.22 0.12 (?·\~) (o :t..;) (o.l'~) rcu R.erio .,. 0.7& (q.<61) LOS= · C tp) Turning Movements at Intersection of: EJ C11millD Re111 11nd PaJDmar Airport Road w e :s A p p r Time : 4:30 PM ro 5:30PM Dbte: 07/15/09 Day : Wednesday North Approach Name: Veronica, Michael,L.C., L!!Urie 1723 Sub-J63 793 T~ totals c~,:l-1 (i 1) 1227 258 J+·~,"l) 2Rll 3 1584 1235 ----11{~')..""\) t 91 .(-\'~'\) Nor1h EJ Camino Real 3054 1331 5 767 l. . -t_· 414 ~'1.~ 955 (\-1.1r_ 437 1 t r 0 Total S~tbtota!s Sub- totals 1806 2458 T~ 4264 {\ 110 657 461 (-'"e6) ~ 4,) (+ 1.1) (+'1-'1) Palomar Airport Road Subtotals To-till 1325 \.+0" 1228 255l South Approach Note : Left.tum -volumes include U-tums. U-turns in bold, · E B s t A p p ev... + Pto:r .. Loker Avenue West/Innovation Way at Palomar Airport Road Lane Cord'iguration fur Inter~clion Capacity Utilization P~~ge 2 of3 Pk. Hr. Time Period ; Soulh Al.!~r (NBJ North Appr (SB} West AQ~r (Ell} East Appr (WB) 7:30AM to 8:30AM ~ Thru Right Left Thru rught ~-Thru Right Left Thru llight Le.ne Inside 1 l 1 1 1 Confrg-(left) 2 1 1 1 l urations 3 I J I 1 4 l 1 1 5 1 6 Outside 7 Free-flow L1me Settings I l 1 I 1 1 I 3 I 1 3 0 Cnpacity 1800 2000 1800 1800 2000 1800 1800 600!l 11!00 1800 6000 . 0 Are the North/So\lth ph11ses split (YIN)? N Are [he East/West phases split (Y fN)7 N c~i\' (Jr 2--q) c;-z,) Efficiency Lost Factor 0.10 4A'2.J Hourly Volume 28 64 25 28 17 111 287 1166 9 43 1996 94- Adjusted Hourly Volume: 28 64 25 28 17 11 287 1166 79 43 2090 0 Utilization factor 0.02 0.03 0.0! 0.02 0,01 O.ol 0.16 0.19 0.04 0,02 0.35 0.00 Critical Factors 0.03 \,./" o.02V o.16v 0.35 (~,3&) ICU Ratio -= 0.66 LOS= · B ..--[o,bl_J Turning Movements at Intersection of: Loke~ Avenue Westllnnovntiob Way and ralCJm IU' Airport Road w A p p Time : 7·.3o·AM to 8:30AM North Approach Da~: 07/16/09 Day : Thursday N £lll1t : Joe, Raul Sub- To..!!!!L_ -~ 2136 lll J ·366& l 1532 287 ___t 1166 (t )!.\ ) 79 ~ t -\-)J Subtotn.ls Total \>r~ 28 0 138 255 !56 17 ~ i North t 64 117 Loker Avenu~ West/Jnnov.R.tion WQy -600 fl 28 ~ -L ~l-)+- l r 25 ~44 94 1996 43 1 Tob!l Subtot!lls Sub- totals 2133 1220 Palomar Airport Rolld Totals 3353 South Approach Note ; Left-turn volumes include U-lurns. U-tums in bold. E fl .s t A p p Loker Avenue West/Innovation Way at .Palomar Airport Road L1111e ConEigurntio11 for Intersee;tion Capa.city Utilization Page 3 of3 Pk. Hr. Time Period: South Appr (NB) North A!JI)l"_(SBJ West Appr (EB) BilSt Appr (WB) 4:30PM lD 5:30PM Lane Config- urations Insid~ (left) 2 3 4 5 6 Outside · 7 Free-flow Lnne Setting:; Capac it)• 1800 2000 Are the North/South phases split (YM)? Are the East/West phases spill (YIN)? Efficiency Lost Factor 0.10 Hourly Volume ~434 20 Adjusted Hourly Volume 34 20 Uti!i.zu.tion Facior O.U2 0.01 Critico.l Factors 0.02 :/" lCURat.lo = 0.76 ,....,..- Turning Move~cnt:> .at lnlersection of: Time : 4:30PM to 5:30PM DB.te: 07/[6/09 Day : Thursday · Name: Joe, Raul Sub- T~ totals w e 1879 s 4688 3 t 1809 A. p p r 1 l l 3 l l 3 0 1800 JBOO 2000 1800 1&00 6000 1800 H!OO 6000 0 N N c~~'\1 ~s ) G-t¥1) 46 102 48 360 15~ 2551 J 18 1482 52 46 102 4& 360 155 255] 103 18 1534 0 O.o3 G.06 0.02 0.20 0.{19 0.43 0.06 il.Ol 0.26 0.00 . 0.20.,--0.43 ,__ 0.01 .......- LOS= c v- Loker Avenue We,Ulnoovatioll Way and Palomar Airport R11.ad North Approach Lolar Avea11e We~t/lupovation War 734 Total 510 224 Subtotals D 360 48 101 Sllb- J • ~ totals 155·~ t_ t &A'V ·-4--- 52 2ssr ~A'\; 1482. 1552 103 ~ r I& z. \_-\'"S ) North 2..701 t r To tills 4253 0 \~) 34 20 46 Polom11r Airpurl Road Subtotals Totnl D 167 100 267 South Approacl). Note : Left-tum volumes include U-rurns. U·tums in bold. E a. s· t A p p !0-A.M El Fue:rte Street at Palomar Airport Road Lane Conflgurntlon for lntem~ction Captu:ity Utilization Poge2 of3 Pk. Hr. Time Period : 7:30AM· to 8:30AM South Appr (NB) North Appr (_SB~ West Appr-(EB) East Appr (WBl Lane Config- urutions lnside · 1 (left) 2 3 4 5 6 Ou!Side 7 Free-flow Lane Settings 2 2 Capaclty 3600 4000 Are tne North/South phases split (YIN)? Are the East/West phase5 split (YIN)? Efficiency Lost foetor 0. fO Hourly Vo\ume (~) 98 L20 Adjusk:d Hourly Volume 98 201 Utilization Factor 0.03 0.00 Criticol Factors 0.03 v ICU Ratio = 0.52 ~s7) Turning Movemcn1s llt lnll:rs~crion of: w c s t A p p r Time : 7:30AM to 8;30 AM Date: 07/16/09 Day : ThursdK)' Name : Lorenzo, Erin Sub· T~ totals 2116 3302 1186 1 1 1 1 1 1 1 0 0 N N 2 2 ll 0 2 3600 3 l 2 3 3600 4000 6000 l8()0 3600 6000 81 36 (~A) (~?) (~ 1-'\) (-tb) 24 17 121 }003 62 0 36 41 0 121 1003 62 0.00 {},1)) o.or o.oo o.oJ 0.11 o.o3 0.00 v O.Olv . 0.03v LOS"" A ~ 129 !29 0.04 ( .. ft,1-) 2000 2IIS 0.35 0.35 (o/~) El Fu~:rte Street ond Palomar Airport Road North Approo.ch El Fuerh Stnet ~6)j 432 77 355 24 + 0 36 L. 'L 115 t .l~2) ~ 2000 .---129 t r IS Total Subtotals Sub- totals 2244 1135 0 0 115 0 0.00 Totals 3379 98 0 120 Ill J'alomRr Airport Roud Subtotalg Tomt zoo 299 499 South Appro~tch Note : Left-tum volumes include U~turns. U-turns in bold. E ll s t A p p El Fuerte Street at Palomar Airport Road Lane Configumtion for Intersection Capacity Utilization Page 3 o£3 Pk. Hr. Time Period : South Appr (NB) 4:45PM to 5:45PM Lane Config- urations Inside (left) l 2 3 4 s 6 Outsidt: 7 Free-flow L1111e Settings Capocity 2 2 3600 4000 Are the NortntSouth phnscs split (YIN)? Art the Enst/West phases splir (YfN)1 Efficiency Lost Factor 0. HI HourlyVolume ~'''i)l06 4~ Adjusted Hourly Volum 106 241 UtiliZlltioo F~ctor O.Q3 0.06 0 0 N N 198 0 0,00 Critical Factors 0.06 v- North Appr (SB) West Appr (EB) EestApPr (WB) 2 2 0 2 3 ] 2 3 0 3600 4000 0 3600 6000 1800 3600 6000 0 c~~) c~;) ("'~··\) (.x\o) (-%'"'!"'\) 225 136 73 26 2286 205 203 !330 22 225 209 0 26 2286 205 203 B52 0 0.06 0.05 0.00 0.0! 0.38 o.u 0.06 0.23 0.00 o.06V .QJS 0.06v- (o ~~) ICU Ratio '=' 0.66' LOS= B ~ (o.(;l) TumiJJ,g Movements at lntcrsectlon of: w c s A p p Time : 4:4.'5 PM to 5:45PM Date ; 07/lG/09 Day : Thursdo.y Name: Lorenzo, Erin Sub- T~ totals 1513 4030 2517 Subtotals Total El Fuerte Street aud Palomar Airport Road North Appr<JIICh EJ Fuerte Street ~c)l 106 {J 510. 857 5:Z t 434 87 136 •• (l 225 l. Ln t 0 1)+- Nortb . t 1330 203 t r 43 198 347 34 Total Subtotals 1555 2743 ralomnr Airport Road Totals 4298 South Approach Note : Left"-turn volumes include U-turns. U·turns ill bold. E a s t A p p r 1\N\ ,, ... l_,l ~x.+<('\2-DT~ Melrose Drive at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of3 Pk. Hr. Time Period: South A2J2r (NB) North A£2r (SB) West A2J2r (EB) East Appi (WBl 7:30AM to 8:30AM Left Thru Right Left Thru Right Left Thm Right Left Thru Right Lane Inside 1 1 1 I I Config-(left) 2 1 I 1 J urations 3 I I 1 1 4 I 1 1 1 5 I 1 1 I 1 6 I 1 J Outside 7 1 Free-flow Lane Settings 2 4 l 2 3 1 2 3 0 2 3 1 Capacity 3600 8000 1800 3600 6000 1800 3600 6000 0 3600 6000 1800 Are the North/South pl1ases split (YIN)? N Are the East/West phases split (YIN)? N (K'?l (kl·i) erA) ~g} Efficiency Lost Factor 0.10 (1,~ Hourly Volume ~~05 440 77 39 520 68 419 647 5 71 1450 73 Adjusted Hourly Volume 405 440 77 39 520 449 419 742 0 71 1450 73 Utilization Factor 0.11 0.06 0.04 0.01 0.09 0.25 0.12 0.12 0.00 0.02 0.24 0.04 Critical Factors 0.1 1 0.2sv 0.12v-0.24 .......- (o.;'l..) ICU Ratio= 0.82 LOS= D ~ lo.~l Turning Movements at Intersection of: Melrose Drive and Palomar Airport Road Time: 7:30AM to 8:30AM North Approach Melrose Drive Date: 07/16/09 Day : Thursday 2356 Total Name: Laurie, Ken (.¥\J 1427 929 Subtotals 0 Sub-868 520 39 Sub- To~ ~ J • ~ totals Totals w E e 2726 _f(-\-'7) t_ a s 3887 3 419 t 73 s 1161 647 ___..(k~) ~) ~ 1450 1594 95 .\_.\-\A) + 71 0 2357 A North A p t 763 p p ~tb)l I p r r 405 440 77 Palomar Airport Road 0 Subtotals 686 922 Total !608 South Approach Note: Left-tum volumes include U-tums. U-turns in bold. Melrose Drive at Palomar Airport Road Lane Configuration fur Intersection Capacity Utilization Page3 of3 Pk. Hr. Time Period : South Appr {NB) North Apvr (SB) West Appr (EB) East A ppr (WB) 4:45PM to 5:45PM Lllne Con fig- uratlons Inside (left) 1 2 3 4 5 6 Outside 7 Free-flow Lane Settings Ce.pocity 2 4 3600 8000 Are the North/South pha~es spilt (YIN)'? Are the East/West phases split (YfN)~ Efficiency Lost Factor 0.10 Hourly Volume ~).A,)190 397 Adjusted Hourly Volum 1% 397 Utilization Factor 0.05 0.05 Critical Factors 0.05,......--- ICU Rl!tio == 0.64 (_o,GS) Turning Movements at Intersection of: w e $ t A Jl p r Tlnle : 4:45PM to 5:45PM Date: 07/16109 DRy : Thursday Name: Laurie, Ken Sub- T~ ..!illillL 1597 44-12 2825 1 1800 N N 66 66 {1,04' LOS= 2 3600 173 173 0.05 B v 3 2 6000 1800 3600 1 1 1 3 6000 0 2. 0 3600 ( t;l (..r SJ (.:\-\o)(~J..t\) 511 ~533 698 1665 462 lJ3 577 184 698 2127 0 133 O.lD O.ltl 0.19 0.35 0.00 0.04 0.10 \) (o.\ O.lS./ 0,04:---- l 1 1 3 6000 (t\OJ 873 873 0.15 Melro:~e Drive Rnd P11lomar AirportRoMd North Approach Melrose Drive 2425 Total 1 1800 48 43 0.03 l283 ll42 Subto13ls {I 577 173 Sub- i-4. totaiB 698 1665 ~..:,.\0) 462 +~j)l) L (+\'V)+-48 873 1054 r 133 0 t North 1904 r Tolals 2958 ~~)l t 190 397 66 Palomar Airport Road Subtotals Total tJ 1172 653 1825 South Approach Notv : Left-tum vollliiles inclu.de U-turns. U-turns in bold. E a s t A p p r El Camino Real at Faraday Avenue Lane Configuration for lntersection Capacity UtiliUltlon Page 2 of3 Pk. Hr. Time Period : South AQQT (NB} North Appr (SB) WestA~I!r (EBl Enst AH.Qr {WB! 7:30AM to IUOAM ~ Thru Rlght Left Tbru Right Left .-Th!:!!_ Right Left Thru Right Lone lnsidc 1 1 1 1 Con fig-. (left). 2 1 1 I ] urotions 3 1 I I I 1 4 l l 1 1 5 I 1 I 1 6 l Outside ? Free-flow Lone Settings 2 3 0 2 3 1 1 l.S !.5 1 2 1 Capacity 1600 6000 0 3600 6000 1&00 180() 3000 2800 ]8(10 4000 1800 Are the North/Soutlt phases spilt (YfN)? N Are the East!West phases split (Y/N)? N Efficiency Losi FR.Cfor 0.10 (~')...G\l (~) Hourly Volume. ( ..Jr '\) 636 400 72 Adjusted Hourly Volum~ 636_ 472 0 (x1,S) (1.-\-1) (i..&) 377 906 183 . 20 173 96 &4 631 137 377 906 l8J 20 I'T.l 96 84 637 137 Utilization Factor 0,18 0.08 0.00 0.10 0.15 o_JO 0.01 0.06 om o.os 0.16 0.0& Critical Factors 0. I 8v-0.15) 6;lb 0.01.,_ 0.16 ~ ICU Ratio =-( ~~{J) LOS=-A__- Turning Movements at Intersection of: El CRmion Real and Farudny Avenue Time: 7:30AM to 8:30AM North Approach El Camino Ileal Dale: 07{15/09 . Day ~ W ednc:sday W42 Total Na.m.e: Dllony, Lorenzo 1466 576 Sybto~ls 19 Sub-1K3 906 377 Sub. T~ tota.l.s j t ~ totals J:otals w c l444 _j {+-1.'6) L s 1733 0 2.0 t 137 289 173 --+ ..._......_ 637 8~8 96 ~(-\'-nJ ~ 84 0 1461 A North p ~) (1"'2.'\) (~) (+-~) 603 p t r r 636 400 72 Fu~day Avenue 12 SubtotHls 1098 1108 Total 2206 Suuth Awrooch Note: Left~tum volumes include U-tums, U-tor•ns in bold. .E A p p r Ei Carnino Real at Faraday Avenue Lane Configurot.lon for Intersection Cnpacity Utilization Page 3 of3 Pic. Hr. Tlme Period : South Appr (NB) 4:30PM lo 5:30PM Lane Config- urations Inside (lett) I 2 1 3 4 5 6 Outside 7 Prc;e-flow Lane Settings 2 C11pacity 3600 3 6000 Are the North/Soolh phases split (YIN)? Are the EBst!West phuses split (YIN)? Efficiency Lost Factor 0.10 \~o) Hourly Volume \~4) 132 069 Adjusted Hourly Volume 132 !154 Utilizatioo Factor 0.1)4-0.19 Critical Fnctors 0.19 (o.?:BJ 0 0 N N ~~ 0 0.00 ICURatio = 0.68 LOS"" (e:>,.lDJ Turning Movements ot lntcrscc:tian of: Time; 4:30PM to 5:30PM Date: 07/l S/09 Day: WedTJCsday Name : Dllnny, Lorenzo Sub- T~ totals w e 361 s l8ll 0 127 1450 682 641 A p p r Subtotuls Total North A_ppr (S.B) West Appr (EB) East Appr (WB) 2. 3 [ l u 1.5 1 2 1 3600 6000 1800 1800 3000 2800 1800 4000 1800 217 ~'\) 17 127 682 c~s) (..+-~<i) 64-1 187 239 330 217 661 17 127 682 641 187 239 330 0.06 0.11 0.01 0.07 0.23 0.23 0.10 0.06 0.18 0.06 v C.ZJ 0.10 t---(6·1\) e/ El Camino Real and Faraday Avenne North Approach El Cami11o Real 24~2 To till !195 1537 SubtQ!als 11 17 661 217 Sub- J t ~ totals Totals _j c~~') t_ t 330 ~ ~ 239 756 • t 187 0 172.9 North (.+-\ <?) (-\-c;'1 (.-+-\">) 973 +\0 (.r\tl t ·l 132 1069 85 F11rRdny AventHl 2.7 1516 1286 2802 South Apj'lroe.ch Note: Left-turn volumes include U-turns. U-tums in bold. E a s A p p r El Camino Real at Town Garden Road Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period : 7:45AM to . 8:45AM Inside Lane Config- urations (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Cfl.p!lciry South Appr (NB) 3 1 1800 6000 . lROO Are the North/South phases split (YIN)? N North .-\Qm"_(_SB) l. 1 1800 l 1 1 3 6000 1 1800 West Appr (EB) 0 1 .o 2000 11100 Page 2 of3 East Appr (WB) 1 . 0 1800 2000 0 Are the EesVWest phas~::s split (YIN)? y (-01) Gt"~' Ct-P-) Efficiency Lost FDctor O,JO \~~">) Hourly Volume 175 961 IR 51 77 96 42 4 39 66 13 22 ·Adjusted Hourly Volume 175 961 Utilization Fo.ctor 0.10 0.16 Critical Factors 0.10 v- JCU Ratio 0~-~o) Turning Movemen~ at lntersection of : w Time : 7:45 AM to 8;45 AM Dfl1c : 07/15/09 Day: Wednesday · Name: Ken, Andrew Sub~ Totals totals 264 349 D 18 O.Dl LOS"" 42 57 777 96 0 . 46 39 66 35 0 0.03 0.13 0,05 0.00 0.02 0.02 0.04 0.02 0.00 0.13 (o~\4) 0.02 e...--0.04 .....-- A....,- El Cnmino Ileal .and Town. Garden Rond North Approach EI Cnmino Real 1970 Thl!L 930 1040 Subtorals 15 ~1S 96 777 57 u Sub·· J ~ ~~q) totals T~ _j ~q~} L .22 (-t-''1-) E a s e s t 85 4 __.... t ~ l3 101 . t A p p Subtotals Total 39 t Nort'" ~ <tW.l. r 175 961 18 20 902 Jl54 2056 Soulh Approach r 66 0 165 6'1 Towu Garden Road Note : Left-turn voiumes include U-turns. U-tums in bold. A p p r El Camino Real at Town Garden Road Lane Configuration for Intersection Capaeity Utiliz.ation Page 3 of3 Pk. Hr. Time Period : South Aepr (NB) 4:45PM to 5:45PM L1111C Confts- umtions [nside (lett) 2 3 4 5 6 Outside 7 Free~ flow LIUle Settings Capacity I J 1800 6000 Arc the North/South phases split (YM)? Arc the East/West phoscs split (YIN)'? Efficiency Lost Factor 0.10 (~c;/l() Hourly Volume 65 970 Adjusted Hourly Volume 6.5 970 Utilization Factor 0.04 0.16 1 1800 N y 71 71 0.04 Critical Factors 0.16 (o ,\~l ICURatio = 0.47 LOS= C::·~ Turning Movements at Intersection of: w e s t A p p r Time: 4:4.5 PM to 5:45PM Date; 07/15/09 Day: Wednesday Nwnc: Ken, Andrew Sub- T~ totals 109 250 141 0 Subtotnts Total 130 0 11 North Appr (SB) West Appr (EB) East Appr (WB} 1 3 J 0 l 0 1800 6000 1800 0 2000 1800 1800 2000 0 (_$) ~~)) 159 1253 51 130 0 ll 83 7 (t-\S) 2! 159 1253 .51 0 130 [I K3 28 0 0.09 0.21 0.03 0.00 0.07 0.01 0,05 0.01 0.00 0.09 (o',\;) 0.07 ;,....---0.05 ,_....... Av- El CamillO Real and Town Gnrden Road North Approach E! Caml11o Rear 2683 Tom! 1463 (\..c.s) 1220 Subtotal~ 99 51 1253 159 u Sub· J + l_,&,?) totals Tolals _j ~,.,7,) L (t-\s > t 21 ____... +----7 111 ----. r 1!3 0 242 _North1 (+~~) 131 ~ t r 65 970 . 71 Town Garden Road 14 136 t 1106 2467 South Approach Note : Left-turn volumes include U-turns. U-turns in bold. E a s A p p El Camilto Real at Ca1nino Vida Roble Lone Configuration for lntz:rsection Capacity Utilization Pnge 2 of3 Pk. Hr. Time Period : South Appr (NB) 7:45AM to 8;.4-SAM Lane Config- uratlons Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lone Settings CnpBcity 2 2 3600 4000 Are ~e North/South phases split (YIN)'i' Arc the Eust!West phnses split (YIN)! . Efficiency Lost Factor 0.10 (~) Hourly Volume 324 II I Adjusted Hourly Volume 324 1122 Utilization F ac!:ar 0.09 0.28 Critical FEJctors 0.28 ~.-;\) .0 0 N y 0 0,00 rcu RELtio = 0.41 LOS= {Q,~} Turning Movements at Intersection of: w c s t A p p Time: 7:45AM to R:4S AM· Date : 07/23/09 Dny :Thursday Name ; K~;n, Laurie Sub- T~ tohll.:i 533 622 0 89 Subtotals Total North Appr (SB) WestAppr (EB) EastApprM) l 3 () 1~25 lSOO 6000 0 2250 (Jr~) ~ll<?~ ')/><) 15 725 14 ~7 lS 939 0 37 [1.01 0.16 0.00 (L02 0.0~ A ;,..-- El CnmhJO Real North App~ach 2l27 954 14 15' ~ r 324 1121 6 783 !446 2229 South Approach 0 . .5 1.25 0 0 !000 2250 0 2000 0 D 52 0 I 0 52 0 2 0 0.00 0.02 0.00 0.00 0.00 0.02......-: 0.00 L--- and C11mino Vida Roble El Caminu lleal ll73 L +-r 0 Total ~ubtotals · Sob- tot!!.ls Tota1s 2 0 4 2 Camino Vld11 Roble Not~: Left-tum volumes include U~turns. U-tums iu bold. B a s t A p p r EJ Camino Real at Camino Vida Roble Lane CGnfigurotion fm.lnterscction Ca.pacity Utllizat.icn Pagd of3 Pk. Hr. Time Period : South Appr (NB) 4:45PM to 5:4S PM Lane Conflg- urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Sc ttings Capacity 2 l 3600 4000 An: the North/South phases split (YIN}? Are lhe Evst!West phases split( YIN)? ;) Efficiency Lost Factor 0.10 (x\'>~ Hourly Volume &I 945 Adjustea Hourly Volume 81 948 UtiliZlltion Fnctor 0.02 0.24 Critical Factors 0.02 v 0 0 N y 3 0 0.00 ICU Ratio= 0.55 LOS= @tt;;i} Turning MovomC::nts ar.Interscctit~n of: w e A p p r Time : 4:45PM to 5:45PM Date: 07!13/09 Day : Thursday Name : Ken. Laurie Sub- Totn!s tornls 110 711 601 0 Subtotals Total 190 2 409 North Appr (SB) Wesl Appr (EB) East Appr (WB) I 3 0 1.25 ISOO 6000 0 2250 24 C'tt4~s) ~c;) 190 24 1489 0 190 0.01 0.25 0.00 0:08 0,25 lD. 'l.'1) ~f._.--- El C~mino Real North Approach 2675 1513 ~'Ao 2..4 1449 24 l;,S) _j t -L. _3 (HSB, ______... t ~ North I (!-\60) t r 81 945 3 ll 1871 . 1029 2900 South Apprn11Ch 0.5 1.25 0 0 1000 2250 0 2000 0 2 409 2 0 3 2 409 0 2 0 0.00 0.18 0.00 0.00 0.00 0.18 v 0. 00 V"""' snd C11mioo Vidq Roble El Camin11 Real 1162 L 3 ..._ (I r 2 Total SubtotaiB Sub - totals Totals 5 0 10 5 Camino VidR Roble Note : Left-tum volumes include U-tums. U-tums in bold. E a s t A p p \ 5··~ AtJ\ El Camino Real at Poinseffi11 Lane Lane Configuration for ln~=tion CapHc!ty Utilization Pic. A"r. Time Period : 7:45AM to 8:45AM South Appr (NB) Norlh Appr (SB) West Appr (BB) Lnne Conflg- urations Inside (left) 1 1 2 I 3 4 5 6 Outside 7 Free-flow Lunc Settings 2 Capaclty 3600 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YfN)? Bfticiency Lost Factor 0. J 0 (.k 1")...) Hourly Volume 12 · 1122 Adjusted Hourl)rVolume 1'2 1122 Utilization Pe.clor 0.00 0.19 Critical Fac:tors 0.19 (o.'l6) ICUTWio e_;,~llo) l 1800 N N 119 ll9 0.07 LOS= 1 1 2 3600 2 4000 l 2 lBOD 3600 l.\-'., ") ~) c ~1) (.~3J 40 681 8 9 46 681 8 9 0.01 0.17 0.00 0.00 0.01 {p.o'Ji At..- 2 0 4000 0 3 9 12 0 0.0(} 0.0(} 0.00 --- P11ge 1 of3 East Aopr (WB) 2 2 0 3600 4000 0 270 4 c..r-z.=? "J 201 27C 205 0 a.os 0.05 0.00 0.08 _..- Tuming Movements e.t Intersection of : El Camino Real and l'oinsettiu Lane Time: 7:45AM to 1!:45 AM North Appro~h Dale: 07/23/09 Day : Thursday Name : :Scrvondo, Brian, Lorenio, Raul 735 Sub· 8 681 T~ ~:otals ~(1~ t w e 17 _1(.-r'L.'>J ~st) s :n 0 9 t 21 3 __.. 1 9 ~ A North p (..\-"1"J-) p I t 12 J 122 7 Subtotols 967 1253 Totel Z210 South Approach El C11mlno Real 2067 1332 0 46 ~·) t:) . 201 ....__4 r 270 r 119 Total Subtot!!ls Sub- , toiBls Totals 475 0 643 168 l•cainscttia Lan c N'ott: : Left-tum volumes iilcludc U-turns. U-tums in bold. E a s t A p p r El Camino Real at Poinsettia Lane Lane Configuration for'Intersection Capacity Utilization Pk. Hr. Time Period : South Appr (NB) North Appr (SB) West Appr (EB) 4:45PM to 5:45PM LEllle Con fig- urntions Inside 1 (lei'!:) 2 3 4 5 6 Outside 7 Frev-f'low 1 1 1 Lane Settings 2 3 l 2 2 Capacity 3600 6000 1 BOO 3600 4000 Are the North/South pllase.s spiil (Y /N)'I N Are the EaSt/West phases split (YIN)? ~ N Effit::iency Lost Factor 0.10 ( >f'-'V Hourly Volume 20 '87& 218 ! 1 2 1&00 3600 4000 Adjusted Hourly Volume 20 878 278 169 15Z9 19 15 0.00 ll 0.00 Utilization Factoc 0.0 I 0.15 0.1.5 0 0 7 0 o.oo Criricul Fn.ctors 0.01 v 0.05 0.3& 0.01 0.3& Lo.A\} 0.00 :..---' ICU Ratio = U • .54- (o.5: ... f) ~OS= A 1--- Page 3 ofJ East Appr (WB) 2 2 ·3600 4000 I96 9 196 81 0.05 0.02 0,05 .:.-- 0 0 G.-1.C\) 72 .0 0.00 Turning Movements at Intersection of : El CaminD ~Wal aod Poinsettia Lao a w e s t A p p Time: 4~45 PM to 5:45PM Dan: : 07/'13/09 D11y : Thursdny North Appro11ch Name : Servando, Brian, Lorenzo, Raul !717 Sub· T~ totals 40 66 26 0 Subcotnls Total IS 4 7 19 1529 c~~v t·· _tG-?-ci) (¥1-t~) --+ t t North ~ (-tt 2.) 20 !!78 8 l73R 1176 1914 South Approach El Cnrnlno Real 2683 966 1 169 Lt30) t {1-£-<1) 72 .... 9 t l96 r· 271. 2 ~ Subtotnls Sub- totals '277 452 Poinsettia Lane Tolllls 729 No~ : Ldt-turn volumes include U·turns. U-tums in bold. E a s A p p r El Camino Real at Algn Road/Al'iara Parkway Lane Configurotio11 for Intersection Capacity Utili:~:;~tion Page 2 of3 Pk. Hr. Time Period: 7:45AM to South Appr (NB) 8;4.'1 AM LQne Config- urntions Inside (left) Outside FreeAlow Lfine Settings Capacity I 2 3 4 s 6 7 2 3600 3 6000 Are the North/South phRSeS split (YIN)? 1 1800 N Are .tt.e East/West phases spm (YIN)? ·;) N Efficiency Losl Factor 0.10 \)( -1,\'.J Hourly Volume 250 006 244 Adjusted Hourly Voh.1me 250 1006 Utilizolion Factor 0.07 0.17 Critical Factors 0.07 ~....- JCU Ratio= 0.68 ,/ Turning Movements Ill Intersection of: w c s Time: 7:45AM ~8:45AM Date : 07/23/09 Dfly : Thursday Name : J<n<, Erin Sub- T~ totals 733 1178 445 0 244 0.14 LOS= 78 122 North. Appr (SB) West Appr (EB) East Appr (WB) 2 3 0 2 2 2 2 0 3600 6000 0 3600 4000 1800 3600 4000 D ~,i) lx-JP) ~,A) (:~1-\) ( ... r\'1J 48 753 63 . 78 12.2 2.45 814 420 101 48 816 0 78 122 245 814· 521 0 O.Dl 0.14 0.00 0.02 0.03 0,14 0.23 0.!3 0.00 0.14 ,_ 0.14 0.23v c-- B .......- El Camino Rul KTid Alga Road/Avi11ra Pitrkway North Approaeb 864 63 153 0iJ •• -tt') (k~CJ ____.. El Camia<~Real 2050 1!86 1 4S ~-i.) ~1) . 101 .. 420 Total Subtotllls l3J5 Tolals A p p 245 --. t North r 814 3 1751 Subtotals Tot!U I (-\" ">\:1 ) t. 250 1006 0 1809 1500 3J09 South A pproilch r 244 416 Alga Rosd/Avipra 'Parkwn.y Note : Left-tum volumes inctude U -tums. U-lurns in oold. E II s A p p \ b -PI"'\ f?'L~ -+-~\2-'D:f· EJ Camino Real at Alga Road/Aviara Parkwny Lane Configuration for Intersection Capacity Utilization Page 3 of3 Pk. Hr. Time Period : 4;15 PM to 5:15PM South Appr (NB) North Appr (SB) West Appr (BB) Bast Appr (WB}. Lane Config. urations Inside· (left) Outside Free-flow · Lane SettiJigs Capacity · l 2 ] 4 5 6 7 ] I J 2 3 3600 6000 Are the North/SoutlJ phas~::s split (YIN)? Are che Ensl!Wes\ phases split (YIN)? 1 1800 N N l .···r 2' ] 0 2 2 2 2 0 3600 6000 0 3600 4000 1801) 3600 4000 0 ~1-~·~ xllt\J l}'l-~"'\.x1-") (~'10) Efficiency Los! Factor 0.10 r De"'> Hourly Volume 510 ~2 612. 64 . 239 7 96 343 354 345 300 71 Adjusted Hourly Volume 5)0 952 Utilization Factor 0.14 0.16 Critical Factors o.l4 v · lCU Ratio = 0.76 (v:li>) Turning Movemen~s ~t Intersection of: w c s f A p p Time: 4:15PM to 5;15 PM Date: · 07/23/09 Day ; Tburnda:y Nwne : Joe, Erin Sub- Totals totals 908 1701 ] 793 336 164 1336 (J 96 343 JS4 l45 371 0 0.19 0.(}5 0.22 0.00 O.OJ 0.09 0.20 O.Hl 0.09 0.00 0.2.2 (o.1.A/ 0.20 ....... 0.1 0 v- LOS'=' C ,__ El Camino Ileal Bnd Alga Roa~/Avia.ra J>arkwuy North Approach El C1nniPo ltear 2637 1500 1137 97 1239 ~,_~ ~ _t4-l-s) G-~C\) 343 ~ 19 164 l_tLo) t(-t-1-~J . 71 .... "'11(1------.,3{)0 345 96 ~ t 354 ....__.., .r- 'f North ) T ~ r r ' Total Subtotals Sub- totals 716 ])66 Totals 18&2 510 952 672 Alga Road/Aviars l'arkw11y Subtot11ls Total 0 ·!932 2134 4(166 South Approach Note : Left-tum volumes include U-turns. U-r:ur.ns in bold. E a .s A p . p r ICU All. A MOVE CAPACITY ICU ::-\~~. 0,11 ·-~ ~ ;~') O,l>l + O rjO "OJ~ LO.S. No mlllgallon MOVE LO.S- MIIIgallon ICU Alt. 8 CAPACITY ICU ~~'>liAJ!. + "l'l.W41 4.._.,~"" 5~CL.T4A'L AM <'~ILl\~. MOVE LO.S_ Millgallon ICU Alt. C !cAPACITY ICU ICU Alt. A MOVE CAPACITY -~ ---d>cvc r -~ "\ '2.:'2-."::,_ . ·:p;-x 4- L.O.S. No mlllgallon ICU Alt B ICU MOVE CAPACITY IC U D.J-' ~.I>~ p,\1- C ,IO ~1 L<lS._ Mlllgollon t;;·yi S1'1 !J ~ +-fll2,o)~·-r + . Al-i•·"'"(.. ftta..IP:!Sr£. MOVE LO.S. Mfllgallon ICU All C CAPACITY rcu "0 ,.. Gl fT1 0 , ----URBAN S -YSTEMS------------------------__.,