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HomeMy WebLinkAboutGPA 09-07; Palomar Commons; General Plan Amendment (GPA) (21)Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc C APPENDIX C NEAR-TERM WORKSHEETS AB# MTG. DEPT. . CITY OF CARLSBAD -AGENDA BILL 194SB 05/26108 FIN PRELIMINARY 2008-2009 TOBUILDOUT CAPITAL IMPROVEMENT PROGRAM c.1f(j3Y 12 RECOMMENDED ACTION: Pk/4-\JIJ~ f"'l.llG 4 Tto)J 1>--r Accept report. Set public hearing for June 24, 2008. ~c\J-f f'.k...<2- Sr;;;F-t-\'5;( Ol? PRo::.6<.T.s: Adopt Resolution No. 2008-152 approving the Propositio utlined in the proposed Capital Improvement Program Budget and directing staff to proceed with the submittal fur allocation of funds. ITEM EXPLANATION: The Preliminary Capital Improvement Program (CIP) is a planning document as well as a budget document. It incorporates the current status of all of the City's capital funds with the capital construction budgets and development projections for the upcoming years, and then . projects future revenues and expenditures for all known projects until the buildout of the City. The CIP is a financial planning document, not a commitment for spending. All construction costs are .estimates and are reviewed and further refined each year. The information shown in subsequent years is to provide the most comprehensive snapshot of all the known future facilities the City of Carlsbad plans to construct. · Overview-Fiscal Year 2008-09 Staff began the CIP process by evaluating the existing construction schedules for City facilities in conjunction with the workload of the staff needed to complete the projects. In addition, staff considered the availability of funding as well as the priority of the project based on the project ranking criteria shown in· the table. In addition to evaluating the availability of capital construction funds, operating fund impacts were also considered. In the FY • Health and Safety • Legal Mandates • Operating Cost Impacts • Growth Management Standards • Council Priorities • Other Standards • Completion of Basic Infrastructure Linkage • Public Opinion/Surveys · • Funding &Timing Opportunity 2008-09 CIP, there are approximately 204 "-------------------' existing and new projects scheduled between now and buildout. DEPARTMENT CONTACT: Lisa Irvine 760-602-2430 lirvin@ci.carlsbad.ca.us I FOR CITY CLERKS USE ONLY. , COUNCIL ACTION: APPROVED CJ I DENIED [J ! CONTINUED CJ CONTINUED TO DATE SPECIFIC CJ ---- CONTINUED TO DATE UNKNOWN D RETURNED TO STAFF D I WITHDRAWN CJ OTHER-SEE MINUTES CJ L__ AMENDED CJ PRELIMINARY CAPITAL IMPROVEMENT PROGRAM FISCAL YEAR 2008-llS TO BUILDOUT .......... ..J URBAN SYSTEMS ASSOCIATES, INC. 4540 Kearny Villa Road, Suite 106 SAN DI~GO, CALIFORNIA 92123 ..!. ..... ,_ ... :. SHEETNO, ~~OF------- CALCULATED 8Y--------DATE ______ _ CHE:CKED BY---------DATE ______ _ SCALE .......... L . .r ........... i ........ J ..... ""J-~ P;,tomar Airport I'~ -15.-Delil'l ProjeC:T!ips ~'-Camino de :.as Ondas ~~ \ Figure 2.-1 Phase 2 ::Jaily Project Trips KOA Corporation 14 ~' I N l'iot 10 Scaie August 2009 High School at College aud Cannon Town lC J AM Peak Hour Traff'!c figure 2-12 Phase 2 AM ?eak Houc Project Tri?s KOA Corpora::ion 15 TbcProjc:ct -~- .,~ ""Zt 0-' IN a, Faraday I'~ '" ... rll :?,J£' ~ Jr, i N Not To scale August2009 ..?h_ ~, '"" rD Town ""' 0., ~;-~ 0; 10 .I ?M Peak f-'our Trafrlc Figure 2-13 Phase 2 Pf"1 Pea~ rlour Project Trips Not To Scale KOA Corporation August2009 TRAFFIC IMPACT ANALYSIS For THE GREEN DR4.GON TAVER"i Prepared for ESBENSEN & ASSOCIATES First Submittal: August 22, 2008 © URBA'l SYSTEMS ASSOCIATES, INC. TRAFFJC PLi'.NNfNO &. ENGIN8ERlNG-, MARKST!N0 & !JROJ8Cf SU?PORT CONSULTANTS TO iNDUSTRY AND GOVERNMENT 4540 Kearny Villa Road, Suite I 06 San Diego, CA 92)23.:573 (858) 560·4911 The Green Dragan Tavern E-sbensen & Associates Use Amount Restaurant & Tavern j 6,078 S.F. All Other Uses (J) 15,25<i S.F. Total '"''·';·::r Use Amount <l)lNCLUDES ALL OTHSR USES: Meeting Rooms Hallways! Storage Museum Gift Shop Wa:ting Foyer Tot.;l 4,064 s.r. 8,41:: s.r-. 6,485 S.F. 773 S.F. .... 64DSP !5,256 S.E KSF""' l ,000 Square Peel ADT"" Average ;:)aily T;<~ffic SQ.~ TABLE 4-1 Project Trip Generation Project Only Trip Generation A 'VI Peak li our Tl'ip Rate ADT ~ In/Out In 100/KSF 60B l 6 6 4 4 40/KSF 610 3 . 18 6 4 11 1,218 : 24 15 Previous Use in Existing Structure Net New Project Trips ©Urban Systems Associates, Inc. AUg'JSI 22, 2008 PM Peak Hour Out I% #~Out In Out 2 i B 49 7 : J 34 • !5 7 9 55 5 5 27 28 9 104 i 61 I 43 ' ' Trip Rate percentages and in/out split ratios from SA>liJAG vehicular Traffi: Generatio1~ Rate fur the Sll!1 Diegc Region, April 2002. 001208 4-3 00J208~Report __ _. doc The Green Dragon TffiJern Esbensen & Associates 001208 © Urban Systems Associates, Inc. August 22, 2008 ~ NO SCALE I FIGURE4-2 Project Directional Distribution Percentages 4-4 001 208-Report_. doc The ::Jre.en Dragon Tavet'n Esbett.\'en & Associates 001208 FIGURE4-3 Project Only Daily Traffic 4-6 Gll-~~ © Urban Systems Associates, Inc. August 22, 2008 001208-Report_,doc The Green Dragon Tavern Esbensen & Associates f0) I Palomar Airport Road at 1~5 Southbound Rarnps ·-,.,,_ .. ~,~-~~~·~ ·------·--···-··--··--- I l ) 1/2....,? 2/11--+ Pa!omar Airnort Road at Armada Drive .. -1,_~--·Palomar Airport 1~5 Northbound 10 I I -+--4/12 Fularn,a.Y' M:rpo'tt J?d. N "' 0 1 Palomar Airport Road at -b--Co!lege Boule.~v_a_r_d ___ . i(i) ,, ~ Pasao del Norte at South Project Driveway FIGURE4-4 ,c_\,j \!-=· c;;® © Urban Systems Associates, inc, August 22, 2008 r5/18 8/3C~ "\ t ( Palornar Airport Road at Paseo del Norte 5/20_;! 1/2""' I Paseo de! Norte at f f------lll_o_rth Projact Drlvaw~ Project Only AM I PM Peak Hour Traffic 001208 4-7 001 208-Report_.doc LEGOLAND RESORT HOTEL TRAFFIC IMPACT REPORT Prepared for LEGOLAND One LEGOLAND Drive, Carlsbad, CA 92008 Prepared by R'?f CONSULTING 5050 Avenida Encinas, Suite 260, Carlsbad, CA 92008 CONTACT: DAWN WILSON 760.476.9193 dwilson@rbf.com December 11, 2008 JN 55-100414.001 - ( \ I TRIP GENERATION To determine the trips forecast tc be generated by the proposed hole' land use, SANDAG trip generation rates (April 2002) were utilized in accordance with SANTEC/ITE Traffic Study Guidelines. Table 8 presents the trip generation rates used for the proposed Hotel. TableS Forecast Project Generated Trips LEGOLAND Family Park Resort Hotel Expansion ' .-------·------------~----~- 1 , I ~~ --~A.=M·,---~I_,~P.=M·,_~ Units I Daily i Total I In I Out i Total i In I Out ~-----------------+---~ Land Usa Resort Hotel 1 Occupied Rooms I a I. 5% ; 60%) j 40% i 7% I 40°/u 1 60% Source· SANOAG "Not So Brief Guide"~ Aprll2002 Table 9 summarizes the forecast trips generated by the proposed project As shown in Table 9, a typical250 ro.orr. resort hotel is forecast to generate approximately 2,000 daily trips, which includes approximately 100 a.m. peak hour trips and approximately 140 p.m. peak hour trips. Table 9 Proposed LEGOLAND Resort Hotel Forecast Traffic I i I i AM. Peak P.M. Peak Land Use Units iAmoun! ADT I Total In Out Total In Out .Resort Hotel ROOMS I 250 2 000 ' 100 60 40 . 140 56 84 ~· Occupancy Rate Reduction (10"4i)i -25 -200 i ·10 ·6 4 i ·14 -6 -8 TOTAL 1 800 ! 90 S4 36 I 12e 50 76 Since SANDAG trip generation rates for the hotel land use are based on the number of occupied rooms, it is necessary to adjust either trip generation rates or the land use quantity to reflect anticipated oc:::upancy during a 'typical Tuesday/Wednesday during the summer. k shovm in Table 9, an occupancy rate redu:tion of 10% was applied to the tote I forecast traffic generated by the proposed hotel. This reduction accounts for anticipated occupancy rates of 90% reflecting typical TuesdayNilednesday operation during the summer. Occupancy rates were determined based on a Pinnacle Market Study conducted for the Legoland development team, and the reduG!ion was reviewed and approved by City of Cartsbad traffic engineering staff. As shown in Table 9, adjusted for occupancy rates, the proposed resort hotel is forecast to generate approximately 1,800 daily trips, which includes approximately 90 a.m. peak hour trips and approximately ~ 26 p.m. peak hour trips. TRIP DISTRIBUTION & ASSIGNMENT ' Study intersections for the proposed hotel were cie>termined based on the previously approved LEGOLAND Park Traffic Impact Report As stated in the previous Traffic Impact Report, thE fo'bwing traffic paltems are typical to the cu'Tent oark operatbns, Traffic to and from LEGOLAND takes access from Cannon R.oad and LEGOLAND Drive. Employee and service traffic to and from LeG OLAND take access from Palomar Airport Road and Hidcien Valley Road. The ;oroposed hotel 17 40% 40% '10% Not to Scale 5% 5"/u '~<,, 20% ; ~ : ... '-,_~_ L>: '~·PalomarA!r ortRd. '~->. !~.~- r·l> 45% so% :15% 35% 5% Project Site PROJECTTR ~ -=~~1~00~41~<.0~0~,-A~U~G~US~T~20~06~----------------------------------------------~~~~~---~~ ~ '-214 ...... -16!34 ~ \_2J,;, \... -,1Bf38 27{25-- Legend e Study Intersection AMtPM Turning Movements 30!28.1 PROJECT PEAK HOUR VOLUMES EXHIBIT r F==================-================~ TRAFFIC STUDY For Carlsbad Paseo (CUP 07-03/CDP 07-07) in the City of Carlsbad Submitted To: Strategic Property Advisers, lnc. Submitted By: . Damell & Assnciates·, Inc. Revised March .l4, 2008 Revised January 10, 2008 Revised August 15, 2007 Rev!,\'~d ~ebruary 20, ~007j Ong;mal October 27, ~006 ,, I il ~==========~,========================~· D&A Ret No: 060809 SECTION Ill-PRO,fECT RELATED CO!'miTIONS TRIP GENERATION Trip generatiml to .and from the pr:':lposed development was calc:.1lated based on the trip generatim:: rates pub.lished by the San Diego Association of Governments' (SANDAG) (Not So) Bri~f Guide of Vehicular Traffic Genm·ation Rates for the San Diego Region, April 2002. Table 8 summarizes the trip generation rates and calculations. A copy of li:te SANDAG trip generation rates is provided in Appendix A. As shown in Table 8, the ?roposed project is estimated to generate daily trips, 71 AM peak hour u·ips, and 300 PM peak hour trips. The project alternative will generate 3,752 daily trips, 96 AM peak hour trips, and 302 PM peak hour trips. To assess a worst-cP-Se anaJysis} the project alternative trip generation was used to analyze all project impacts because of its higher trip generation potential. Table 8 -Trip Generation Rates and Calculations Summary Trip Gener:ttion Rates ' AM Peak Hour PM Peak. Hour Land Use . Daily Total~ Total~ %ofDd!v o/c [n %Out %of Daily %In %Out Quality Restm;rant 100 Trips/!030 SF l% 60% 4~'% &% 10% 30% 40 Trips/1000 SF I l% 60% 40% 9% 50% 50% I ' j Specialty Retall !50 Tripsil COO SF 9% 60% 40% i JG/o I 30% 70% ~un/Dellcatessen Trip Generation -Proposed Project Land Use Total No. I . 1 AM Peak Hour ofUnits I Druly Ta:al I In Out PM Peak Hour I Total In Out Quality Restaurant 17,630 SF 1,763 18 i 11 7 141 99 42 Specialty Retell 44,230 SF i 1,769 53; 32 21 159 80 79 Total 61,860 SF l 3,532 11 43 28 300i 179 121 ·-Trip Generation ~Project Alternative T t N ;\, ___ ,::A::cM,;' P.:cea=k.cll:::o:::urr----+i---~P-'MC:.::,P:::eak=H:::o:.::u::..r,----! ' ::...u.nd Use ou o. ! Daily , j1 ofUnits Total ln Out Total ln Out j!QualilyRestaurnnt ! l7,63GSF 1,763 \8 !I 7 141 99 42 I Specialty Retail i 42,230 SF 1,689 s: 31 20 !52 76 76 I food Comt/Delicatessen ! 2,000 SF 3~~-· 27 16 1! ·-~ -3 6 il Total 61:860 SF 3,752 96 51> 38 _ 302 178 124 i trip Generation Rates Llre based on SANDAG'e> (,"'ot So) 81•JejGuide of Vehicular Traffi·~· Generation Rates for the &m Diego , Region., April 2002 : SF ~ sauare feet TRIP DISTRIBUTION/TRIP ASSIGNMENT The distribution of project t::-affic was determined based on the location of anticipated customers who would utilize the proposed project facility The distribution percentages utilized in the approved traffic stuc'y for the neighboring King's ~ish House r~staurant project (CUP 01-06, CDP 01-18, SDP 80-1 :D) were referenced to determine tho distribution of project traffic for the proposed Carlsbad Paseo project. TI1e ;·ele~ant portions of tl1e King's Fish House traffic study are included in Appendix A. The project trip dtstnbutwn perce:1tages for roadways and intersections ar8 ilit:strated in ;?igure 5. Project traffic was Msrg.rreu to the rcadway network using the distribution percentages shown in Figme 5. The project related traffic volumes are illustrated in Figuns 6. 14 ' ! I ( \ I I I \ ll:itNU ' I ~-DIRECTION OF fRAVEL "Xl(%_-DlSTRlBUTlON PRECErHAGE -~ -P"DJEGT SITE: r<OM --NOMINAL ~ -RAilROAD TRA,CK5 r---~~~~----r------- / I 1 ' M""'URE'"" I Darn en & Assoclll:TEs. JNc. t •~'..;. · · -0 I ouuso9EE.cl•g 1HO-o7 _i~·---P--R~o_J_E_c_. ·_~ _T_R_I_P_D_l_s_T_R_, 1_a_u_r_1_o_N_1 __ _ ~5 Darne \ \ - & ASSCC!ATli:S, INC, 050S09Ff,dwg 1-07-0B - FIGURE 6 \ I / CDJ/VLS/SN PROJECT TRAFFIC ~~~~~~~~~~~·--1~6-~--~------~--~--- Short Report Page 1 of 1 SHORT REPORT General Information Site Information Analyst USAf Intersection f-5 SB OFF RAMP/PALOMAR AfRPOR Agency or Co. USA f !Area Type All other areas Date Performed 02122110 Time Period AM PEAK HOUR Jurisdiction CARLSBAD ~nalysis Year NEAR-TERM NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 0 3 0 0 2 0 0 0 0 2 0 1 Lane group TR T L R !Volume (vph) 414 100 509 1019 251 %Heavy veh 2 2 2 2 2 PHF 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A Startup lost time 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 !Arrival type 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N N N 0 N Parking/hr Bus stops/hr 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 Phasing Thru & RT 02 03 04 SB Only 06 07 08 lfiming G = 60.0 G= G= G = G = 60.8 G = G= G = Y= 6 Y= Y = Y= Y= 4.2 Y = Y= Y = Duration of Analysis (hrs = 0.25 Cycle Lenqth C = 131.0 Lane Group Capacit', Control Delay, and LOS Determination EB WB NB SB IAdj. fl ow rate 541 536 1073 264 Lane group cap. ~256 1625 1595 735 ~lc ratio 0.24 0.33 0.67 0.36 Green ratio 0.46 0.46 0.46 ....... , 0.46 . Unif. delay d1 21.6 22.7 27.3 22.6 Delay factor k 0.11 0.11 0.24 0.11 lncrem. delay d2 0.1 0.1 1. 1 0.3 PF factor 0.437 0.437 0.423 0.423 Control delay 9.5 10.0 12.7 9.8 Lane group LOS A 8 8 A Apprch. delay 9.5 10.0 12.1 Approach LOS A 8 8 lntersec. delay 11.1 Intersection LOS 8 HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4. If file:/ /C: \Documents and Settings\skab. USAI\Local Settings\ Temp \s2kB. tmp 2/22/2010 \r ~ ~\ -~~ Page 1 of 1 Short Report \-~ SHORT REPORT General Information Site Information Intersection /-5 SB OFF !Analyst USA/ RAMP/PALOMAR AIRPOR !Agency or Co. USA/ fA,rea Type All other areas Date Performed 02122/10 Jurisdiction CARLSBAD n-ime Period AM PEAK HOUR ~nalysis Year NEAR-TERM WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 0 3 0 0 2 0 0 0 0 2 0 1 Lane group TR T L R !Volume (vph) 445 100 532 1038 251 %Heavy veh 2 2 2 2 2 PHF 0.95 0.95 0.95 0.95 0.95 ~ctuated (PIA) A A A A A A StartUQ lost time 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 ~rrival type 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 Parkin giG rad e/Parking N 0 N N 0 N N N N 0 N Parking/hr Bus stops/hr 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 Phasing Thru & RT 02 03 04 SB Only 06 07 08 [riming G== 60.0 G== G= G:::: G = 60.8 G= G:::: G== Y= 6 Y= Y= Y= Y= 4.2 Y= Y= Y= Duration of Analysis (hrs) = 0.25 Cycle Length C == 131.0 Lane Grou~ CaQ_aci~ J Control Dela_y, and LOS Determination EB WB NB SB fAdj. flow rate 573 560 1093 264 Lane group cap. 2260 1625 1595 735 ~/c ratio 0.25 0.34 0.69 0.36 Green ratio 0.46 0.46 0.46 0.46 Unif. delay d1 21.8 22.8 27.6 22.6 Delay factor k 0.11 0.11 0.25 0.11 I ncrem. delay d2 0.1 0.1 1.2 0.3 PF factor 0.437 0.437 0.423 0.423 Control delay 9.6 10.1 12.9 9.8 Lane group LOS A B B A Apprch. delay 9.6 10.1 12.3 Approach LOS A B 8 lntersec. delay 11.2 Intersection LOS 8 HCS2000TM Copyright© 2000 University of Florida. All Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k17.tmp 2/22/2010 tJ'\ wQ Short Report Page 1 of 1 O \--r SHORT REPORT General Information Site Information Analyst USA/ Intersection 1-5 SB OFF RAMP/PALOMAR AIRPOR !Agency or Co. USAf !Area Type All other areas Date Performed 02122110 Time Period PM PEAK HOUR Jurisdiction CARLSBAD !Analysis Year NEAR-TERM NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 0 3 0 0 2 0 0 0 0 2 0 1 Lane group TR T L R !Volume (vph) 788 285 838 638 188 %Heavy_ veh 2 2 2 2 2 PHF 0.95 0.95 0.95 0.95 0.95 !Actuated (PIA) A A A A A A Startu_p_lost time 2.0 2.0 2.0 2.0 Ext. eft. green 2.0 2.0 2.0 2.0 ~rrival type 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N N N 0 N Parking/hr Bus stops/hr 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 Phasing Thru & RT 02 03 04 SB Only_ 06 07 08 jTiming G = 60.0 G= G= G= G = 60.8 G= G = G= y = 6 Y = Y = Y= Y= 4.2 Y= Y= Y= Duration of Analysis (hrs) = 0.25 Cycle Length C = 131.0 Lane Group Capacit', Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 1129 882 672 198 Lane group cap. 2231 1625 1595 735 'IJ/c ratio 0.51 0.54 0.42 0.27 Green ratio 0.46 0.46 0.46 0.46 Unif. delay d1 25.0 25.6 23.4 21.5 Delay factor k 0.11 0.14 0.11 0.11 lncrem. delay d2 0.2 0.4 0.2 0.2 PF factor 0.437 0.437 0.423 0.423 Control delay 11. 1 11.6 10.1 9.3 Lane group LOS 8 8 8 A Apprch. delay 11.1 11.6 9.9 Approach LOS 8 8 A lntersec. delay 10.9 Intersection LOS 8 HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f file:/ /C: \Documents and Settings\skab. USAI\Local Settings\ Temp\s2k23. tmp 2/22/2010 ~\ ~~ Short Report SHORT REPORT General Information !Site Information Intersection 1-5 SB OFF ~nalyst USA/ RAMP/PALOMAR AIRPOR Agency or Co. USA I !Area Type All other areas Date Performed 02122110 ~urisdiction CARLSBAD 1"ime Period PM PEAK HOUR !Analysis Year NEAR-TERM WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 0 3 0 0 2 0 0 0 0 2 0 1 Lane group TR T L R i\lolume (vph) 827 285 878 662 188 %Heavy veh 2 2 2 2 2 PHF 0.95 0.95 0.95 0.95 0.95 Actuated (P/A) A A A A A A Startup lost time 2.0 2.0 2.0 2.0 Ext. eff. _green 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N N N 0 N Parking/hr Bus stops/hr 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 Phasing Thru & RT 02 03 04 SB Only 06 07 08 Timing G = 60.0 G= G= G= G = 60.8 G = G= G= y = 6 Y= Y= Y = Y= 4.2 Y= Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 131.0 Lane Group Capacit', Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 1171 924 697 198 Lane group cap. 2235 1625 1595 735 '!1/C ratio 0.52 0.57 0.44 0.27 Green ratio 0.46 0.46 0.46 0.46 Unif. delay d1 25.3 26.0 23.6 21.5 Delay factor k 0.13 0.16 0.11 0.11 lncrem. delay d2 0.2 0.5 0.2 0.2 PF factor 0.437 0.437 0.423 0.423 Control delay 11.3 11.8 10.2 9.3 Lane group LOS 8 8 8 A Apprch. delay 11.3 11.8 10.0 Approach LOS 8 8 A lntersec. delay 11.1 Intersection LOS 8 HCS2000TM Copyright C 2000 University of Florida, All Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k2F.tmp 2/22/2010 Short Report SHORT REPORT General Information Site Information ~nalyst USA/ Intersection ~gency or Co. USA/ Area Type Date Performed 02122110 Jurisdiction PAR/1-5 NORTHBOUND RAMPS All other areas CARLSBAD Page 1 of 1 f\., ~~r' ~~ ~~ Time Period AM PEAK HOUR Analysis Year NEAR-TERM NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 0 0 3 2 0 1 2 0 0 0 Lane group L T T R LT R !Volume (vQh_l 178 1328 763 468 259 3 1381 %Heavy veh 1 2 2 1 0 1 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (P/A) A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N N Parking/hr Bus stops/hr 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Phasing EB Only Thru & RT WB Only 04 NB Only 06 07 08 lfiming G = 30.8 G = 20.0 G = 30.0 G= G = 40.8 G= G= G= y = 4.2 y = 6 Y= 6 Y= y = 4.2 Y= Y = Y= Duration of Analysis (hrs = 0.25 Cycle Lenqth C = 142.0 Lane Group Capacitv, Control Delay, and LOS Determination EB WB NB SB ~dj. flow rate 187 1398 803 493 276 1454 Lane group cap. 388 1965 2001 1116 520 1516 ~/c ratio 0.48 0.71 0.40 0.44 0.53 0.96 Green ratio 0.22 0.39 0.39 0.39 0.29 0.54 Unif. delay d1 48.6 36.8 30.9 31.5 42.6 31.1 Delay factor k 0.11 0.27 0.11 0.11 0.13 0.47 lncrem. delay d2 0.9 1.2 0.1 0.3 1.0 14.6 PF factor 1.000 1.000 1.000 1.000 1.000 1.000 Control delay 49.6 38.0 31.1 31.8 43.6 45.7 Lane group LOS D D c c D D IApprch. delay 39.4 31.4 45.3 !Approach LOS D c D I ntersec. delay 39.4 Intersection LOS D HCS2000TM Copyright 0 2000 University of Florida. All Rights Reserved Version 4.1f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k3B.tmp 2/22/2010 Short Report SHORT REPORT General Information Site Information Intersection PAR/1-5 NORTHBOUND Analyst USA/ RAMPS jAgency or Co. USA/ f.rea Type All other areas Date Performed 02122/10 Jurisdiction CARLSBAD ITi me Period AM PEAK HOUR ~nalysis Year NEAR-TERM WITH PROJECT Volume and Timing Input EB WB NB LT TH RT LT TH RT LT TH RT LT Num. of Lanes 1 3 0 0 3 2 0 1 2 0 Lane group L T T R LT R ~olume (vph) 178 1378 800 482 259 3 1400 %Heavy veh 1 2 2 1 0 1 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ~ctuated (PIA) A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eft. green 2.0 2.0 2.0 2.0 2.0 2.0 ~rrival type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N Parking/hr Bus stops/hr 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Phasing EB Only Thru & RT WB Only 04 NB Only 06 07 !riming G = 30.8 G = 20.0 G = 30.0 G= G = 40.8 G= G= Y= 4.2 y = 6 Y= 6 Y= y = 4.2 Y = Y = Duration of Analysis {hrs = 0.25 Cycle Length C = 142.0 Lane Group_ Cap_acit~. Control Delay, and LOS Determination EB WB NB Adj. flow rate 187 1451 842 507 276 1474 Lane group cap. 388 1965 2001 1116 520 1516 v/c ratio 0.48 0.74 0.42 0.45 0.53 0.97 Green ratio 0.22 0.39 0.39 0.39 0.29 0.54 Unif. delay d1 48.6 37.3 31 .2 31 .7 42.6 31.6 Delay factor k 0.11 0.30 0.11 0.11 0.13 0.48 lncrem. delay d2 0.9 1.5 0. 1 0.3 1.0 16.9 PF factor 1.000 1.000 1.000 1.000 1.000 1.000 Control delay 49.6 38.8 31.4 32.0 43.6 48.5 Lane group LOS D D c c D D Apprch. delay 40.1 31.6 47.7 Approach LOS D c D lntersec. delay 40.5 Intersection LOS HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k47.tmp Page 1 of 1 y f\ SB TH RT 0 0 N 08 G= Y= SB D Version 4.lf 2/22/2010 N"\ vJ~ Short Report SHORT REPORT General Information Site Information ~nalyst USA/ Intersection PAR/1-5 NORTHBOUND RAMPS ~gency or Co. USA/ Area Type All other areas Date Performed 02122110 ~ime Period PM PEAK HOUR Jurisdiction CARLSBAD Analysis Year NEAR-TERM NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 0 0 3 2 0 1 2 0 0 0 Lane group L T T R LT R ~olume (vphl 353 1273 1932 909 128 1 784 %Heavy veh 1 2 2 1 0 1 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (P/A) A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 ~rrival type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N N Parking/hr Bus stops/hr 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Phasing EB Only Thru & RT WBOnly 04 NB Only 06 07 08 ~iming G = 30.0 G = 45.0 G = 20.0 G= G = 15.8 G= G= G= Y= 4.2 Y= 6 Y= 6 Y= Y= 4.2 Y= Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 131.2 Lane Grou_Q_ Capaci v, Control Delay, and LOS Determination EB WB NB SB !Adj. flow rate 372 1340 2034 957 136 825 Lane group cap. 409 3063 2746 1531 218 893 v/c ratio 0.91 0.44 0.74 0.63 0.62 0.92 Green ratio 0.23 0.60 0.54 0.54 0.12 0.32 Unif. delay d1 49.3 14.0 23.1 20.9 54.9 43.2 Delay factor k 0.43 0.11 0.30 0.21 0.21 0.44 lncrem. delay d2 23.9 0.1 1.1 0.8 5.5 15.0 PF factor 1.000 1.000 1.000 1.000 1.000 1.000 Control delay 73.2 14.1 24.2 21 .7 60.4 58.2 Lane group LOS E B c c E E ~pprch. delay 26.9 23.4 58.5 ~pproach LOS c c E lntersec. delay 30.4 Intersection LOS c HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1f file:/ /C: \Documents and Settings\skab. USAI\Local Settings\ T emp\s2k54. tmp 2/22/2010 Short Report SHORT REPORT General Information Site Information Intersection PAR/1-5 NORTHBOUND !Analyst USA/ RAMPS !Agency or Co. USA/ Area Type All other areas Date Performed 02122110 Jurisdiction CARLSBAD [Time Period PM PEAK HOUR Analysis Year NEAR-TERM WITH PROJECT Volume and Timing Input EB WB NB LT TH RT LT TH RT LT TH RT LT Num. of Lanes 1 3 0 0 3 2 0 1 2 0 Lane group L T T R LT R ~olume {vph} 353 1336 1997 934 128 1 808 %Heavy veh 1 2 2 1 0 1 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 V\ctuated {P/A) A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 ~rrival type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N Parking/hr Bus stops/hr 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Phasing EB Only Thru & RT WB Only 04 NB Only 06 07 lnming G = 30.0 G = 45.0 G = 20.0 G= G = 15.8 G= G= Y= 4.2 y = 6 Y= 6 Y= Y= 4.2 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 131.2 Lane Group Capacitv, Control Delay, and LOS Determination EB WB NB lA.dj. flow rate 372 1406 2102 983 136 851 Lane group cap. 409 3063 2746 1531 218 893 ~/c ratio 0.91 0.46 0.77 0.64 0.62 0.95 Green ratio 0.23 0.60 0.54 0.54 0.12 0.32 Unit. delay d 1 49.3 14.3 23.6 21 .2 54.9 43.7 Delay factor k 0.43 0.11 0.32 0.22 0.21 0.46 lncrem. delay d2 23.9 0.1 1.3 0.9 5.5 19.6 PF factor 1.000 1.000 1.000 1.000 1.000 1.000 Control delay 73.2 14.4 24.9 22.1 60.4 63.4 Lane group LOS E B c c E E Apprch. delay 26.7 24.0 63.0 f.pproach LOS c c E lntersec. delay 31.4 Intersection LOS HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k61.tmp Page 1 of 1 ~,Q SB TH RT 0 0 N 08 G= Y= SB c Version 4.lf 2/22/2010 ~' VJ~ Short Report Page 1 of 1 3--A SHORT REPORT ~ General Information Site Information t-1~ Intersection PALOMAR AIRPORT Analyst USA/ RD.IPASEO DEL Agency or Co. USA/ Area Type All other areas Date Pertormed 04113110 Jurisdiction CARLSBAD Time Period AM PEAK !Analysis Year NEAR TERM NO PROJECT/no eb rto Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 0 2 4 1 2 2 0 2 2 0 Lane group L TR L T R L TR L TR Volume (vph) 183 2191 163 60 861 149 251 106 145 108 52 97 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 Timing G = 15.8 G = 63.0 G= G= G = 25.0 G = 14.8 G= G= Y= 4.2 y '==-6 Y= yo:. Y= 6 y '==-4.2 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 139.0 Lane Group Ca_Q_acity, Control Dela 1/, and LOS Determination EB WB NB SB !Adj. flow rate 193 2478 63 906 157 264 265 114 157 Lane group cap. 395 2278 395 3066 895 370 586 370 579 v/c ratio 0.49 1.09 0.16 0.30 0.18 0.71 0.45 0.31 0.27 Green ratio 0.11 0.45 0.11 0.45 0.56 0.11 0.18 0.11 0.18 Unit. delay d 1 57.8 38.0 55.6 24.0 14.9 60.0 50.9 57.4 49.1 Delay factor k 0.11 0.50 0.11 0.11 0.11 0.28 0.11 0.11 0.11 lncrem. delay d2 1.0 47.6 0.2 0.1 0.1 6.4 0.6 0.5 0.3 PF factor 0.915 0.447 0.915 0.447 0.153 0.921 0.854 0.921 0.854 Control delay 53.8 64.6 51.0 10.8 2.4 61.7 44.0 53.3 42.2 Lane group LOS D E D B A E D D D Apprch. delay 63.8 11.9 52.8 46.9 Approach LOS E B D D lntersec. delay 48.8 Intersection LOS D HCS2000™ Copyrit:ht 0 2000 University of Florida, All Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k2F.tmp 4/13/2010 Short Report General Information !Analyst USA I !Agency or Co. USA I Date Performed 04113110 tTime Period AM PEAK Volume and Timing Input EB LT TH Num. of Lanes 2 3 Lane group L TR ~olume (vph) 183 2260 %Heavy veh 1 2 PHF 0.95 0.95 !Actuated (P/A) A A Startup lost time 2.0 2.0 Ext. eff. green 2.0 2.0 !Arrival type 5 5 Unit Extension 3.0 3.0 Ped/Bike/RTOR Volume 0 Lane Width 12.0 12.0 Parking/Grade/Parking N 0 Parking/hr Bus stops/hr 0 0 Unit Extension 3.0 3.0 Phasing Excl. Left Thru & RT 03 !riming G = 15.8 G = 63.0 G= y = 4.2 y = 6 Y= SHORT REPORT Site Information Intersection PALOMAR AIRPORT RD.IPASEO DEL !Area Type All other areas Jurisdiction CARLSBAD !Analysis Year NEAR TERM WITH PROJECTnoebrto WB NB RT LT TH RT LT TH RT LT 0 2 4 1 2 2 0 2 L T R L TR L 163 63 912 152 251 106 149 112 1 1 2 1 1 2 1 1 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 A A A A A A A A 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 5 5 5 5 5 5 3.0 3.0 3.0 3.0 3.0 3.0 40 0 0 0 0 0 12.0 12.0 12.0 12.0 12.0 12.0 N N 0 N N 0 N N 0 0 0 0 0 0 3.0 3.0 3.0 3.0 3.0 3.0 04 Thru & RT Excl. Left 07 G= G = 25.0 G = 14.8 G= Y= y = 6 Y= 4.2 Y= Page 1 of 1 SB TH 2 TR 52 2 0.95 A 2.0 2.0 5 3.0 12.0 0 0 3.0 G= Y= RT 0 97 1 0.95 A 0 N 08 ~-Pr t4 wP ~0 tA1 Duration of Analysis (hrs = 0. 25 Cycle LenQth C = 139.0 Lane Group Capacity, Control Delav, and LOS Determination EB WB NB SB Adj. flow rate 193 2508 66 960 160 264 269 118 157 Lane group cap. 395 2283 395 3066 895 370 585 370 579 rv/c ratio 0.49 1.10 0.17 0.31 0.18 0.71 0.46 0.32 0.27 Green ratio 0.11 0.45 0.11 0.45 0.56 0.11 0.18 0.11 0.18 Unit. delay d 1 57.8 38.0 55.7 24.2 15.0 60.0 51.0 57.4 49.1 Delay factor k 0.11 0.50 0. 11 0.11 0.11 0.28 0.11 0.11 0.11 lncrem. delay d2 1.0 51.9 0.2 0.1 0.1 6.4 0.6 0.5 0.3 PF factor 0.915 0.447 0.915 0.447 0.153 0.921 0.854 0.921 0.854 Control delay 53.8 68.9 51 .1 10.9 2.4 61.7 44.1 53.4 42.2 Lane group LOS 0 E D a A E 0 0 0 Apprch. delay 67.8 12.0 52.8 47.0 jApproach LOS E a 0 D lntersec. delay 50.8 Intersection LOS D HCS2000TM Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f fi.le://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k3A.tmp 4/13/2010 '!""'··· ...... ...,.... ... Short Report General Information Analyst USA/ Agency or Co. USA! Date Performed 04114110 Time Period PM PEAK Volume and Timing Input EB LT TH Num. of Lanes 2 3 Lane group L TR Volume (vph) 330 1355 %Heavy veh 1 2 PHF 0.95 0.95 Actuated (PIA) A A Startu_Q lost time 2.0 2.0 Ext. eff. green 2.0 2.0 Arrival type 5 5 Unit Extension 3.0 3.0 Ped/Bike/RTOR Volume 0 Lane Width 12.0 12.0 Parking/Grade/Parking N 0 Parking/hr Bus stops/hr 0 0 Unit Extension 3.0 3.0 Phasin~ Excl. Left Thru & RT 03 Timing G = 15.8 G = 53.0 G= Y= 4.2 y = 6 Y= SHORT REPORT Site Information Intersection PALOMAR AIRPORT RD.IPASEO DEL !Area Type All other areas Jurisdiction CARLSBAD !Analysis Year NEAR TERM NO PROJECT/NO RTOL WB NB RT LT TH RT LT TH RT LT 0 2 4 1 2 2 0 2 L T R L TR L 225 245 2246 266 299 108 132 265 1 1 2 1 1 2 1 1 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 A A A A A A A A 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 5 5 5 5 5 5 3.0 3.0 3.0 3.0 3.0 3.0 50 0 0 0 0 0 12.0 12.0 12.0 12.0 12.0 12.0 N N 0 N N 0 N N 0 0 0 0 0 0 3.0 3.0 3.0 3.0 3.0 3.0 04 Thru & RT Excl. Left 07 G= G = 42.0 G = 14.8 G= Y= y = 6 y = 4.2 Y= Page 1 of 1 3 -~ ~\ ~~ SB TH RT 2 0 TR 121 260 2 1 0.95 0.95 A A 2.0 2.0 5 3.0 0 12.0 0 N 0 3.0 08 G= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 146.0 Lane Group Capacity, Control Delav, and LOS Determination EB WB NB SB Adj. flow rate 347 1610 258 2364 280 315 253 279 401 Lane group cap. 376 1813 376 2456 743 352 941 352 922 v/c ratio 0.92 0.89 0.69 0.96 0.38 0.89 0.27 0.79 0.43 Green ratio 0.11 0.36 0.11 0.36 0.46 0.10 0.29 0.10 0.29 Unit. delay d1 64.5 43.7 62.7 45.5 25.4 64.8 40.1 64.1 42.3 Delay factor k 0.44 0.41 0.26 0.47 0.11 0.42 0.11 0.34 0.11 lncrem. delay d2 27.9 5.8 5.2 10.8 0.3 24.1 0.2 11.7 0.3 PF factor 0.919 0.620 0.919 0.620 0.422 0.925 0.731 0.925 0.731 Control delay 87.2 32.9 62.8 39.0 11.0 84.1 29.5 71.0 31.3 Lane group LOS F c E D 8 F c E c IApprch. delay 42.6 38.4 59.8 47.6 !Approach LOS 0 -D E -D lntersec. delay 42.8 Intersection LOS D HCS2000™ Copyright © 2000 University of Florida, All Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k6B.tmp 4114/2010 Short Report General Information !Analyst USA/ !Agency or Co. USA/ Date Performed 04114110 lfime Period PM PEAK Volume and Timing Input EB LT TH Num. of Lanes 2 3 Lane group L TR Volume (vph) 330 1442 % Hea"'Y_ veh 1 2 PHF 0.95 0.95 !Actuated {PIA) A A Startup lost time 2.0 2.0 Ext. eff. green 2.0 2.0 !Arrival type 5 5 Unit Extension 3.0 3.0 Ped/Bike/RTOR Volume 0 Lane Width 12.0 12.0 Parking/Grade/Parking N 0 Parking/hr Bus stops/hr 0 0 Unit Extension 3.0 3.0 Phasing Excl. Left Thru & RT 03 ifiming G = 15.8 G = 53.0 G= Y= 4.2 Y= 6 Y = SHORT REPORT Site Information Intersection PALOMAR AIRPORT RD.IPASEO DEL !Area Type All other areas Jurisdiction CARLSBAD !Analysis Year NEAR TERM WITH PROJECT/NO RTOL WB NB RT LT TH RT LT TH RT LT 0 2 4 1 2 2 0 2 L T R L TR L 225 250 2336 271 299 108 137 265 1 1 2 1 1 2 1 1 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 A A A A A A A A 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 5 5 5 5 5 5 3.0 3.0 3.0 3.0 3.0 3.0 50 0 0 0 0 0 12.0 12.0 12.0 12.0 12.0 12.0 N N 0 N N 0 N N 0 0 0 0 0 0 3.0 3.0 3.0 3.0 3.0 3.0 04 Thru & RT Excl. Left 07 G= G = 42.0 G = 14.8 G= Y= Y= 6 y = 4.2 Y= Page 1 of 1 SB TH 2 TR 121 2 0.95 A 2.0 2.0 5 3.0 12.0 0 0 3.0 G = Y= RT 0 294 1 0.95 A 0 N 08 ~ -~ ~\ vJ~ Duration of Analysis (hrs = 0.25 Cycle Length C = 146.0 Lane Group Capacity, Control Delav, and LOS Determination EB WB NB SB !Adj. flow rate 347 1702 263 2459 285 315 258 279 436 Lane group cap. 376 1814 376 2456 743 352 940 352 918 jv/c ratio 0.92 0.94 0.70 1.00 0.38 0.89 0.27 0.79 0.47 Green ratio 0.11 0.36 0.11 0.36 0.46 0.10 0.29 0.10 0.29 Unif. delay d1 64.5 44.9 62.8 46.5 25.5 64.8 40.2 64.1 42.9 Delay factor k 0.44 0.45 0.27 0.50 0.11 0.42 0.11 0.34 0.11 I ncrem. delay d2 27.9 10.0 5.7 18.4 0.3 24.1 0.2 11.7 0.4 PF factor 0.919 0.620 0.919 0.620 0.422 0.925 0.731 0.925 0.731 !Control delay 87.2 37.9 63.4 47.3 11.1 84.1 29.5 71.0 31.7 Lane group LOS F 0 E 0 B F c E c IApprch . delay 46.2 45.3 59.5 47.1 !Approach LOS 0 0 E 0 lntersec. delay 47.1 Intersection LOS 0 HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.lf file://C:\Docurnents and Settings\skab.USAI\Local Settings\Temp\s2k79.tmp 4/14/2010 Short Report Page 1 of 1 SHORT REPORT General Information Site Information !Analyst USA/ Intersection PALOMAR AIRPORT RD./ARMADA DR. !Agency or Co. USAf Area Type All other areas Date Performed 02122110 rT"ime Period AM PEAK Jurisdiction CARLSBAD Analysis Year NEAR-TERM NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 1 3 1 2 1 0 2 1 1 Lane group L T R L T R L TR L T R ~olume {vQhl 162 21 16 76 48 903 177 63 15 44 41 10 47 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 lA.rrival type 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 0 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 Timing G = 10.0 G = 65.0 G = G= G = 25.0 G = 15.0 G= G= Y = 5 y = 6 Y= Y = Y= 6 Y= 5 Y = Y= Duration of Analysis (hr~ = 0.25 C_ycle Length C = 137.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 171 2227 80 51 951 186 66 62 43 11 49 Lane group cap. 253 2407 759 130 2407 934 380 304 380 340 409 vic ratio 0.68 0.93 0.11 0.39 0.40 0.20 0.17 0.20 0.11 0.03 0.12 Green ratio 0.07 0.47 0.47 0.07 0.47 0.58 0.11 0.18 0.11 0.18 0.26 Unif. delay d1 61 .9 33.7 19.9 60.6 23.3 13.4 55.4 4 7.6 55.0 46.1 39.2 Delay factor k 0.25 0.44 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 lncrem. delay d2 7.0 6.8 0.1 2.0 0.1 0.1 0.2 0.3 0.1 0.0 0.1 PF factor 0.948 0.398 0.398 0.948 0.398 0.120 0.918 0.851 0.918 0.851 0.771 Control delay 65.7 20.2 8.0 59.4 9.4 1.7 51.1 40.8 50.6 39.2 30.3 Lane group LOS E c A E A A 0 0 D D c Apprch. delay 23.0 10.3 46.1 39.8 Approach LOS c 8 0 0 lntersec. delay 20.3 Intersection LOS c HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.lf file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k9D.tmp 2/22/2010 Short Report Page 1 of 1 SHORT REPORT General Information Site Information Intersection PALOMAR AIRPORT Analyst USA/ RD./ARMADA DR. Agency or Co. USA/ ~rea Type All other areas Date Performed 02122/10 Jurisdiction CARLSBAD lfime Period AM PEAK !Analysis Year NEAR-TERM WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 1 3 1 2 1 0 2 1 1 Lane group L T R L T R L TR L T R !Volume {vph) 162 2193 76 48 960 180 63 15 44 45 10 47 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 fA.ctuated {PIA} A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eft. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 fA.rrival type 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 0 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 [riming G = 10.0 G = 65.0 G= G= G = 25.0 G = 15.0 G= G= Y = 5 Y= 6 Y = Y= Y= 6 Y = 5 Y= Y = Duration of Analysis (hrs) = 0.25 Cycle Length C = 137.0 Lane Group Capacity, Control Delav, and LOS Determination EB WB NB SB fAdj. flow rate 171 2308 80 51 1011 189 66 62 47 11 49 Lane group cap. 253 2407 759 130 2407 934 380 304 380 340 409 ~/c ratio 0.68 0.96 0.11 0.39 0.42 0.20 0.17 0.20 0.12 0.03 0.12 Green ratio 0.07 0.47 0.47 0.07 0.47 0.58 0.11 0.18 0.11 0.18 0.26 Unit. delay d1 61.9 34.7 19.9 60.6 23.6 13.4 55.4 47.6 55.1 46.1 39.2 Delay factor k 0.25 0.47 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 lncrem. delay d2 7.0 10.4 0.1 2.0 0.1 0.1 0.2 0.3 0.1 0.0 0.1 PF factor 0.948 0.398 ~.398 0.948 0.398 0.120 0.918 0.851 0.918 0.851 0.771 Control delay 65.7 24.3 8.0 59.4 9.5 1.7 51.1 40.8 50.7 39.2 30.3 Lane group LOS E c A E A A D D D D c Apprch. delay 26.5 10.4 46.1 40.2 Approach LOS c B D D lntersec. delay 22.5 Intersection LOS c HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.lf file:/ /C :\Documents and Settings\skab. USAI\Local Settings\ Temp \s2kAA. tmp 2/22/2010 Short Report Page 1 of 1 SHORT REPORT General Information Site Information ~nalyst USA/ Intersection PALOMAR AIRPORT RD./ARMADA DR. lAgency or Co. USA/ ~rea Type All other areas Date Performed 02122110 lfime Period PM PEAK ~urisdiction CARLSBAD !Analysis Year NEAR-TERM NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 1 3 1 2 1 0 2 1 1 Lane group L T R L T R L TR L T R Volume (vph) 136 1289 120 220 2256 92 311 48 227 222 47 175 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ~ctuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 100 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left WB Only Thru & RT 04 Thru & RT Excl. Left 07 08 Timing G = 10.0 G = 10.0 G = 55.0 G= G = 30.0 G = 15.0 G= G= y = 5 y = 5 y = 6 Y= Y= 6 Y= 5 Y = Y = Duration of Analysis (hrs = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 143 1357 126 232 2375 97 327 185 234 49 184 Lane group cap. 236 1898 598 304 2416 925 354 341 354 380 435 jv/c ratio 0.61 0.71 0.21 0.76 0.98 0.10 0.92 0.54 0.66 0.13 0.42 Green ratio 0.07 0.37 0.37 0.17 0.48 0.58 0.10 0.20 0.10 0.20 0.27 Unif. delay d1 66.6 39.3 31.3 58.2 37.9 13.9 65.4 52.4 63.6 47.8 44.0 Delay factor k 0.19 0.28 0.11 0.32 0.49 0.11 0.44 0.14 0.24 0.11 0.11 lncrem. delay d2 4.4 1.3 0.2 10.9 14.5 0.1 29.3 1.8 4.5 0.2 0.7 PF factor 0.951 0.601 0.601 0.863 0.394 0.119 0.924 0.829 0.924 0.829 0.751 Control delay 67.8 24.9 19.0 61.1 29.4 1.7 89.8 45.2 63.3 39.8 33.7 Lane group LOS E c 8 E c A F D E D c ~pprch . delay 28.2 31.2 73.7 49.2 ~pproach LOS c c E D lntersec. delay 35.9 Intersectio n LOS D HCS2000TM Copyrigh.t 0 2000 University of Florida, All Rights Reserved Version 4.1 f file://C :\Documents and Settings\skab.USAI\Local Settings\Temp\s2kB6.tmp 2/22/2010 Short Report Page 1 of 1 SHORT REPORT General Information !Site Information Intersection PALOMAR AIRPORT Analyst USA/ RD./ARMADA DR. Agency or Co. USAf fA-rea Type All other areas Date Performed 0212.2/10 lJ u risdiction CARLSBAD Time Period PM PEAK ~nalysis Year NEAR-TERM WITH PROJECT Volume and Timin_g_ Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 1 3 1 2 1 0 2 1 1 Lane group L T R L T R L TR L T R Volume (vph) 136 1386 120 220 2356 97 311 48 227 227 47 175 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated lP/Al A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 16_rrival type 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 100 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left WB Only Thru & RT 04 Thru & RT Excl. Left 07 08 lfiming G = 10.0 G = 10.0 G = 55.0 G= G = 30.0 G = 15.0 G= G= y = 5 y = 5 y = 6 Y= Y= 6 y = 5 Y= Y= Duration of Analysis {hrs = 0.25 ~'i_cle Length C = 147.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB fAdj. flow rate 143 1459 126 232 2480 102 327 185 239 49 184 Lane group cap. 236 1898 598 304 2416 925 354 341 354 380 435 rv/c ratio 0.61 0.77 0.21 0.76 1.03 0.11 0.92 0.54 0.68 0.13 0.42 Green ratio 0.07 0.37 0.37 0.17 0.48 0.58 0.10 0.20 0.10 0.20 0.27 Unif. delay d 1 66.6 40.4 31.3 58.2 38.5 14.0 65.4 52.4 63.7 47.8 44.0 Delay factor k 0.19 0.32 0.11 0.32 0.50 0.11 0.44 0.14 0.25 0.11 0.11 lncrem. delay d2 4.4 2.0 0.2 10.9 25.4 0.1 29.3 1.8 5.0 0.2 0.7 PF factor 0.951 0.601 0.601 0.863 0.394 0.119 0.924 0.829 0.924 0.829 0.751 Control delay 67.8 26.3 19.0 61 .1 40.6 1. 7 89.8 45.2 63.9 39.8 33.7 Lane group LOS E c B E D A F D E D c Apprch. delay 29.2 40.9 73.7 49.6 Approach LOS c D E D lntersec. delay 41 .0 Intersection LOS D HCS2000™ Copyright© 2000 University of Florida, All Rights Reserved Version 4.lf file:/ /C :\Documents and Settings\skab. USAI\Local Settings\ Temp\s2kC2. tmp 2/22/2010 kQ ~' ~ Short Report Page 1 of 1 . s---~ )-)'\ SHORT REPORT ~'\ General Information Site Information V\nalyst USA/ Intersection PALOMAR AIRPORT RD./COLLEGE BL ~gency or Co. USA/ Area Type All other areas Date Performed 02122110 lfime Period AM PEAK Jurisdiction CARLSBAD Analysis Year NEAR-TERM NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 3 1 2 2 1 1 1 1 Lane group L T R L T R L T R L TR R !Volume (vph) 554 1505 101 131 789 42 191 454 255 59 152 116 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 0 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 Timing G = 27.0 G = 54.0 G= G= G = 30.0 G = 15.0 G= G= Y= 5 Y= 6 Y= Y= Y= 5 Y= 5 Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control Delay, and LOS Determination EB W8 NB SB Adj. flow rate 583 1584 106 138 831 44 201 478 268 62 160 122 Lane group cap. 638 1864 587 638 1864 751 354 724 620 182 380 620 v/c ratio 0.91 0.85 0.18 0.22 0.45 0.06 0.57 0.66 0.43 0.34 0.42 0.20 Green ratio 0.18 0.37 0.37 0.18 0.37 0.47 0.10 0.20 0.39 0.10 0.20 0.39 Unif. delay d1 58.9 42.8 31.5 51.0 35.2 21.3 62.9 53.8 33.1 61.4 50.9 29.8 Delay factor k 0.43 0.38 0.11 0.11 0.11 0.11 0.16 0.23 0.11 0.1 1 0.11 0.11 lncrem. delay d2 17.8 4.0 0.1 0.2 0.2 0.0 1.6 1.7 0.4 1.1 0.8 0.2 PF factor 0.850 0.613 0.613 0.850 0.613 0.410 0.924 0.829 0.578 0.924 0.829 0.578 !Control delay 67.8 30.2 19.5 43.5 21.7 8.8 59.8 46.3 19.5 57.9 43.0 17.4 Lane group LOS E c B D c A E D B E D 8 IApprch. delay 39.3 24.1 41.6 36.6 !Approach LOS D c D D lntersec. delay 36.2 Intersection LOS D HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4. If file ://C: \Documents and Settings\skab. USAI\Local Settings\ Temp\s2kCE. tmp 2/22/2010 Short Report Page 1 ofl SHORT REPORT General Information !Site Information Intersection PALOMAR AIRPORT Analyst USA/ RD./COLLEGE BL Agency or Co. USA/ !Area Type All other areas Date Performed 02122110 Jurisdiction CARLSBAD Time Period AM PEAK !Analysis Year NEAR-TERM WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 3 1 2 2 1 1 1 1 Lane group L T R L T R L T R L TR R '{olume (vph 554 1590 101 174 852 48 191 454 313 77 152 116 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (P/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eft. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 0 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 Timing G = 27.0 G = 54.0 G= G= G = 30.0 G = 15.0 G= G= y = 5 y = 6 Y= Y= Y= 5 Y= 5 Y = Y = Duration of Analysis hrs = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 583 1674 106 183 897 51 201 478 329 81 160 122 Lane group cap. 638 1864 587 638 1864 751 354 724 620 182 380 620 v/c ratio 0.91 0.90 0.18 0.29 0.48 0.07 0.57 0.66 0.53 0.45 0.42 0.20 Green ratio 0.18 0.37 0.37 0.18 0.37 0.47 0.10 0.20 0.39 0.10 0.20 0.39 Unif. delay d1 58.9 43.9 31 .5 51.7 35.7 21.4 62.9 53.8 34.7 62.1 50.9 29.8 Delay factor k 0.43 0.42 0.11 0.11 0.11 0.11 0.16 0.23 0.13 0.11 0.11 0.11 lncrem. delay d2 17.8 6.3 0.1 0.2 0.2 0.0 1.6 1.7 0.7 1. 7 0.8 0.2 PF factor 0.850 0.613 0.613 0.850 0.613 0.410 0.924 0.829 0.578 0.924 0.829 0.578 Control delay 67.8 33.2 19.5 44.2 22.1 8.8 59.8 46.3 20.7 59.1 43.0 17.4 Lane group LOS E c 8 0 c A E 0 c E 0 8 !Apprch. delay 41.1 25.1 40.6 38.0 !Approach LOS D c D D lntersec. delay 37.1 Intersection LOS D HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2klll.tmp 2/24/2010 Short Report Page 1 of 1 SHORT REPORT General Information Site Information !Analyst USA/ Intersection PALOMAR AIRPORT RD./COLLEGE BL !Agency or Co. USA/ Area Type All other areas Date Performed 02122110 ~ime Period PM PEAK uurisdiction CARLSBAD Analysis Year NEAR-TERM NO PROJECT Volume and Timing Input EB W8 NB SB LT TH RT LT TH RT LT TH RT LT TH Num. of Lanes 2 3 1 2 3 1 2 2 1 1 1 Lane group L T R L T R L T R L TR rv'olume (vph) 140 1213 259 370 1598 111 224 235 144 42 435 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 f\ctuated (P/A) A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eft. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 0 5 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 Timing G = 19.0 G = 54.0 G = G= G = 35.0 G = 15.0 G = G= y = 5 Y= 6 Y = Y= y = 5 y = 5 Y = Y= Duration of Analysis hrs = 0.25 Cycle Length C = 144.0 Lane Group_ Capacity, Control Delay, and LOS Determination EB W8 NB SB Adj. flow rate 147 1277 273 389 1682 117 236 247 152 44 458 Lane group cap. 458 1903 600 458 1903 766 362 862 600 186 453 v/c ratio 0.32 0.67 0.46 0.85 0.88 0.15 0.65 0.29 0.25 0.24 1.01 Green ratio 0.13 0.38 0.38 0.13 0.38 0.48 0.10 0.24 0.38 0.10 0.24 Unit. delay d1 56.7 37.6 33.9 61.1 42.1 21.1 62.0 44.3 31 .1 59.2 54.5 Delay factor k 0.11 0.24 0.11 0.38 0.41 0.11 0.23 0.1 1 0.11 0.11 0.50 lncrem. delay d2 0.4 0.9 0.5 14.0 5.3 0.1 3.1 0.1 0.2 0.7 45.1 PF factor 0.899 0.600 0.600 0.899 0.600 0.387 0.922 0.786 0.600 0.922 0.786 !Control delay 51.3 23.5 20.9 69.0 30.6 8.2 60.3 35.0 18.8 55.3 87.9 Lane group LOS 0 c c E c A E c B E F !Apprch. delay 25.5 36.2 40.5 58.6 f.A.pproach LOS c 0 0 E lntersec. delay 37.1 Intersection LOS 0 HCS2000™ Copyright 0 2000 University or Florida. All Rights Reserved RT 1 R 581 1 0.95 A 2.0 2.0 5 3.0 200 12.0 N 0 3.0 08 401 600 0.67 0.38 37.5 0.24 2.9 0.600 25.4 c ~-~~ ~'\ ~~ Version 4.lf file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2kE6.tmp 2/22/2010 Short Report Page 1 of 1 SHORT REPORT General Information Site Information Intersection PALOMAR AIRPORT !Analyst USA/ RD./COLLEGE BL jAgency or Co. USA/ Area Type All other areas Date Performed 02122110 Jurisdiction CARLSBAD Time Period PM PEAK Analysis Year NEAR-TERM WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 3 1 2 2 1 1 1 1 Lane group L T R L T R L T R L TR R 1\Lolume (v_Qh_) 140 1320 259 441 1701 121 224 235 212 52 435 581 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (P/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eft. qreen 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 5 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 0 5 200 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing_ Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 !riming G = 19.0 G = 54.0 G= G= G = 35.0 G = 15.0 G= G= Y= 5 Y= 6 Y= Y= Y= 5 Y= 5 Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 144.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB jAdj. flow rate 147 1389 273 464 1791 127 236 247 223 55 458 401 Lane group cap. 458 1903 600 458 1903 766 362 862 600 186 453 600 i'Jic ratio 0.32 0.73 0.46 1.01 0.94 0.17 0.65 0.29 0.37 0.30 1.01 0.67 Green ratio 0.13 0.38 0.38 0.13 0.38 0.48 0.10 0.24 0.38 0.10 0.24 0.38 Unif. delay d1 56.7 38.7 33.9 62.5 43.5 21.2 62.0 44.3 32.7 59.6 54.5 37.5 Delay factor k 0.11 0.29 0.11 0.50 0.45 0.11 0.23 0.11 0.11 0.11 0.50 0.24 lncrem. delay d2 0.4 1.5 0.5 45.4 10.0 0.1 3.1 0. 1 0.3 0.9 45.1 2.9 PF factor 0.899 0.600 0.600 0.899 0.600 0.387 0.922 0.786 0.600 0.922 0.786 0.600 Control delay 51.3 24.7 20.9 101.5 36.1 8.3 60.3 35.0 19.9 55.9 87.9 25.4 Lane group LOS D c c F D A E c B E F c !Apprch. delay 26.3 47.3 38.7 58.5 !Approach LOS c D D E lntersec. delay 41.5 Intersection LOS D HCS2000™ Copyright 0 2000 University ofFimida, All Rights Reserved Version 4.1f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2kl1D.tmp 2/24/2010 ~,..~ ~\ v)~ Short Report Page 1 of 1 SHORT REPORT General Information Site Information Analyst USA/ Intersection PALOMAR AIRPORT RD./CAM VIDA Agency or Co. USA/ Area Type All other areas Date Performed 02/22110 !Time Period AM PEAK Jurisdiction CARLSBAD lA.nalysis Year NEAR-TERM NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 0 1 3 0 2 1 0 1 1 1 Lane group L TR L TR L TR L T R !Volume (vph) 144 100 247 182 961 211 84 83 36 33 18 35 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated {PIA) A A A A A A A A A A A A Startu_Q_ lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 0 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 ifiming G = 20.0 G = 55.0 G= G= G = 25.0 G = 25.0 G= G = Y = 5 Y= 6 Y= Y = Y = 6 Y = 5 Y = Y = Duration of Analysis (hrs = 0.25 Cycle Length C = 147.0 Lane Group Ca_2_aci!}t, Control Dela 1, and LOS Determination EB WB NB SB ~dj. flow rate 152 365 192 1234 88 125 35 19 37 Lane group cap. 243 1708 243 1851 590 303 304 317 272 "rvlc ratio 0.63 0.21 0.79 0.67 0.15 0.41 0.12 0.06 0.14 Green ratio 0.14 0.37 0.14 0.37 0.17 0.17 0.17 0.17 0.17 Unif. delay d1 60.0 31 .3 61.5 38.4 51.9 54.4 51.6 51.1 51.8 Delay factor k 0.21 0.11 0.34 0.24 0.11 0.11 0.11 0.11 0.11 lncrem. delay d2 5.0 0.1 16.0 0.9 0.1 0.9 0.2 0. 1 0.2 PF factor 0.895 0.601 0.895 0.601 0.863 0.863 0.863 0.863 0.863 Control delay 58.7 18.9 71.0 24.0 45.0 47.9 44.8 44.2 45.0 Lane group LOS E B E c D D D D D fApprch. delay 30.6 30.3 46.7 44.7 ~pproach LOS c c D D lntersec. delay 32.5 Intersection LOS c HCS2ooo™ Copyright 0 2000 University of Florid~ All Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2kFE.tmp 2/22/201 0 Short Report Page 1 of 1 SHORT REPORT General Information Site Information Intersection PALOMAR AIRPORT Analyst USA/ RD./CAM. VIDA Agency or Co. USA/ f\rea Type All other areas Date Performed 02/22/10 Jurisdiction CARLSBAD r-ime Period AM PEAK Analysis Year NEAR-TERM WITH PROJECT Volume and Timing ln_put EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 0 1 3 0 2 1 0 1 1 1 Lane group L TR L TR L TR L T R i'{_olume (vph) 144 1250 247 185 1073 211 84 83 40 37 18 35 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ~ctuated _(P/~) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 iAJrival JyQ_e 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 0 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 rriming G = 20.0 G = 55.0 G= G= G = 25.0 G = 25.0 G= G= Y= 5 y = 6 Y= Y= Y= 6 Y= 5 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control Delav, and LOS Determination EB WB NB SB !Adj. flow rate 152 1576 195 1351 88 129 39 19 37 Lane group cap. 243 1855 243 1855 590 302 304 317 272 IV/c ratio 0.63 0.85 0.80 0.73 0.15 0.43 0.13 0.06 0.14 Green ratio 0.14 0.37 0.14 0.37 0.17 0.17 0.17 0.17 0.17 Unif. delay d1 60.0 42.2 61.6 39.6 51.9 54.6 51.8 51.1 51.8 Delay factor k 0.21 0.38 0.35 0.29 0.11 0.11 0.11 0.11 0.11 lncrem. delay d2 5.0 4.0 17.4 1.5 0.1 1.0 0.2 0.1 0.2 PF factor 0.895 0.601 0.895 0.601 0.863 0.863 0.863 0.863 0.863 Control delay 58.7 29.3 72.5 25.3 45.0 48.1 44.9 44.2 45.0 Lane group LOS E c E c D D D D D !Apprch. delay 31.9 31.2 46.8 44.8 !Approach LOS c c D D lntersec. delay 32.9 Intersection LOS c HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1f file://C:\Docurnents and Settings\skab.USAI\Local Settings\Temp\s2kl29.tmp 2/24/2010 Short Report Page 1 of 1 SHORT REPORT General Information Site Information ~nalyst USA/ Intersection PALOMAR AIRPORT RD./CAM. VIDA ~gency or Co. USA/ !Area Type All other areas Date Performed 02122110 lfime Period PM PEAK Jurisdiction CARLSBAD !Analysis Year NEAR-TERM NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 0 1 3 0 2 1 0 1 1 1 Lane group L TR L TR L TR L T R Volume (vph) 38 1296 158 65 1217 30 275 14 111 219 90 136 % Heavyveh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 6_ctuated (PIA) A A A A A A A A A A A A Startup_ lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ArrivaiJype 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 100 5 55 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 !Timing G = 15.0 G = 55.0 G= G= G = 25.0 G = 25.0 G= G= Y= 5 Y= 6 Y= Y= y = 6 Y= 5 Y= Y = Duration of Analysis (hrs = 0.25 Cycle Length C = 142.0 Lane Group Capacity, Control Dela 11, and LOS Determination EB WB NB SB !Adj. flow rate 40 1530 68 1313 289 27 231 95 85 Lane group cap. 189 1935 189 1959 611 307 315 328 282 v/c ratio 0.21 0.79 0.36 0.67 0.47 0.09 0.73 0.29 0.30 Green ratio 0.11 0.39 0.11 0.39 0.18 0.18 0.18 0.18 0.18 U nif. delay d 1 58.1 38.4 59.0 36.0 52.6 49.0 55.3 50.8 50.9 Delay factor k 0.11 0.34 0.11 0.24 0.11 0.11 0.29 0.11 0.11 lncrem. delay d2 0.6 2.3 1.2 0.9 0.6 0.1 8.6 0.5 0.6 PF factor 0.921 0.579 0.921 0.579 0.858 0.858 0.858 0.858 0.858 Control delay 54.1 24.5 55.6 21.7 45.7 42.1 56.0 44.0 44.3 Lane group LOS D c E c D D E D D lA.pprch. delay 25.3 23.4 45.4 50.8 Approach LOS c c D D lntersec. delay 29.2 Intersection LOS c HCS2000™ Copyright <D 2000 University of Florida, All Rights Reserved Version 4.lf file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k116.tmp 2/22/2010 Short Report Page 1 of 1 SHORT REPORT General Information Site Information Intersection PALOMAR AIRPORT ~nalyst USA/ RD./CAM. VIDA ~gency or Co. USA/ !Area Type All other areas Date Performed 02/22110 Jurisdiction CARLSBAD !Time Period PM PEAK !Analysis Year NEAR-TERM WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 0 1 3 0 2 1 0 1 1 1 Lane group L TR L TR L TR L T R Volume (v_2h) 38 1486 158 65 1407 35 275 14 116 219 90 136 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ~ctuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 lA.rrival tyQe 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 100 5 55 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 Timing G = 15.0 G = 55.0 G= G= G = 25.0 G = 25.0 G= G = y = 5 Y= 6 Y= Y= y = 6 Y= 5 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 142.0 Lane Group Capacity, Control Delav, and LOS Determination EB WB NB SB ~dj. flow rate 40 1730 68 1518 289 32 231 95 85 Lane group cap. 189 1939 189 1959 611 303 315 328 282 v/c ratio 0.21 0.89 0.36 0.77 0.47 0.11 0.73 0.29 0.30 Green ratio 0.11 0.39 0.11 0.39 0.18 0.18 0.18 0.18 0.18 Unif. delay d 1 58.1 40.7 59.0 38.1 52.6 49.1 55.3 50.8 50.9 Delay factor k 0.11 0.42 0.11 0.32 0.11 0.11 0.29 0.11 0.11 lncrem. delay d2 0.6 5.7 1.2 2.0 0.6 0.2 8.6 0.5 0.6 PF factor 0.921 0.579 0.921 0.579 0.858 0.858 0.858 0.858 0.858 Control delay 54.1 29.3 55.6 24.0 45.7 42.3 56.0 44.0 44.3 Lane group LOS D c E c D D E D D f\pprch. delay 29.8 25.4 45.3 50.8 Approach LOS c c D D lntersec. delay 31.4 Intersection LOS c HCS2000™ Copyright © 2000 University of Florida, All Rights Reserved Version 4.1 f file:/ /C :\Documents and Settings\skab. USAI\Local Settings\ Temp\s2k13 5. tmp 2/24/2010 Short Report Page 1 of 1 SHORT REPORT General Information Site Information fA.nalyst USA/ Intersection PALOMAR AIRPORT RD./YARROW DR. fAgency or Co. USA/ Area Type All other areas Date Performed 02122110 ~ime Period AM PEAK Jurisdiction CARLSBAD Analysis Year NEAR-TERM NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 0 1 3 0 1 2 0 1 1 0 Lane group L TR L TR L TR L TR ~olume (vph) 73 1021 88 198 1286 81 38 9 30 15 7 9 %Heavy_ veh 1 2 1 1 2 1 1 1 1 1 1 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 16rrival type 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 0 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 rnming G = 25.0 G = 60.0 G = G= G = 25.0 G = 15.0 G= G= Y = 5 y = 6 Y= Y= Y= 6 y = 5 Y= Y= Duration of Analysis (hrs) = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control Dela}, and LOS Determination EB WB NB SB !Adj. flow rate 77 1168 208 1439 40 41 16 16 Lane group cap. 304 2048 304 2054 182 538 182 293 rvlc ratio 0.25 0.57 0.68 0.70 0.22 0.08 0.09 0.05 Green ratio 0.17 0.41 0.17 0.41 0.10 0.17 0.10 0.17 Unit. delay d1 52.9 33.6 57.3 36.1 60.6 51.3 59.8 51 .1 Delay factor k 0.11 0.16 0.25 0.27 0.11 0.11 0.11 0.11 Jncrem. delay d2 0.4 0.4 6.2 1. 1 0.6 0.1 0.2 0.1 PF factor 0.863 0.540 0.863 0.540 0.924 0.863 0.924 0.863 Control delay 46.1 18.5 55.7 20.6 56.6 44.3 55.5 44.2 Lane group LOS D B E c E D E D fApprch. delay 20.2 25.0 50.4 49.8 !Approach LOS c c D D lntersec. delay 24.0 Intersection LOS c HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f file:/ /C: \Documents and Settings\skab. USAI\Local Settings\ Temp \s2k 12E. tmp 2/22/2010 Short Report Page 1 of 1 SHORT REPORT General Information Site Information Intersection PALOMAR AIRPORT Analyst USA/ RD./YARROW DR. !Agency or Co. USA/ Area Type All other areas Date Performed 02122/10 IJu risdiction CARLSBAD lfime Period AM PEAK !Analysis Year NEAR-TERM WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 0 1 3 0 1 2 0 1 1 0 Lane group L TR L TR L TR L TR rvolume (vph} 73 1178 88 201 1398 84 38 9 35 19 7 9 %Heavy veh 1 2 1 1 2 1 1 1 1 1 1 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ~ctuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 lA.rrival type 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 0 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 rriming G = 25.0 G = 60.0 G == G= G = 25.0 G = 15.0 G= G= Y= 5 Y= 6 Y= Y= y = 6 Y = 5 Y= Y= Duration of Analysis (_hrs = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control Dela), and LOS Determination EB WB NB SB lA.dj. flow rate 77 1333 212 1560 40 46 20 16 Lane group cap. 304 2051 304 2055 182 536 182 293 v/c ratio 0.25 0.65 0.70 0.76 0.22 0.09 0.11 0.05 Green ratio 0.17 0.41 0.17 0.41 0.10 0.17 0.10 0.17 Unif. delay d1 52.9 35.0 57.4 37.3 60.6 51.4 59.9 51.1 Delay factor k 0.11 0.23 0.26 0.31 0.11 0.11 0.11 0.11 lncrem. delay d2 0.4 0.7 6.9 1.7 0.6 0.1 0.3 0.1 PF factor 0.863 0.540 0.863 10.540 0.924 0.863 0.924 0.863 Control delay 46.1 19.7 56.4 21.8 56.6 44.4 55.7 44.2 Lane group LOS D B E c E D E D Apprch. delay 21.1 26.0 50.1 50.6 Approach LOS c c D D lntersec. delay 24.8 Interse ction LOS c HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1f file://C:\Documents and Settings\skab. USAI\Local Settings\ Temp\s2kl4l .tmp 2/24/2010 Short Report Page 1 of 1 SHORT REPORT General Information Site Information Intersection PALOMAR AIRPORT Analyst USA/ RD.IY ARROW DR. Agency or Co. USA/ Area Type All other areas Date Performed 02/22110 Jurisdiction CARLSBAD Time Period AM PEAK Analysis Year NEAR-TERM WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 0 1 3 0 1 2 0 1 1 0 Lane group L TR L TR L TR L TR Volume (vph) 73 1171 88 201 1398 81 38 9 35 15 7 9 %Heavy veh 1 2 1 1 2 1 1 1 1 1 1 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 0 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 lfiming G = 25.0 G = 60.0 G= G= G = 25.0 G = 15.0 G= G= Y= 5 Y= 6 Y = Y= Y= 6 Y = 5 Y = Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB ~dj. flow rate 77 1326 212 1557 40 46 16 16 Lane group cap. 304 2051 304 2055 182 536 182 293 'r-f/c ratio 0.25 0.65 0.70 0.76 0.22 0.09 0.09 0.05 Green ratio 0.17 0.41 0.17 0.41 0.10 0.17 0.10 0.17 Unif. delay d 1 52.9 35.0 57.4 37.3 60.6 51.4 59.8 51.1 Delay factor k 0.11 0.22 0.26 0.31 0.11 0.11 0.11 0.11 lncrem. delay d2 0.4 0.7 6.9 1.7 0.6 0. 1 0.2 0.1 PF factor 0.863 0.540 0.863 0.540 0.924 0.863 0.924 0.863 Control delay 46.1 19.6 56.4 21.8 56.6 44.4 55.5 44.2 Lane group LOS D B E c E D E D Apprch. delay 21.1 26.0 50.1 49.8 Approach LOS c c D D lntersec. delay 24.7 Intersection LOS c HCs:zooo™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.lf file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2kl3A.tmp 2/22/2010 l"f\ ~ \;V~ Short Report SHORT REPORT General Information Site Information Analyst USA/ Intersection PALOMAR AIRPORT RD.IY ARROW DR. Agency or Co. USA/ Area Type All other areas Date Performed 02122110 Time Period PM PEAK Jurisdiction CARLSBAD Analysis Year NEAR-TERM NO PROJECT Volume and Timing lnR_ut EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 0 1 3 0 1 2 0 1 1 0 Lane group L TR L TR L TR L TR Volume _{_v_Qh 36 1595 63 86 1271 33 111 10 199 67 15 56 %Heavy veh 1 2 1 1 2 1 1 1 1 1 1 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ~ctuated (P/Aj A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 6frival tyQ_e 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 0 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 Timing G = 15.0 G = 60.0 G= G= G = 25.0 G = 25.0 G= G= Y= 5 Y= 6 Y= Y = Y= 6 Y= 5 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 147.0 Lane Group Ca_paci~, Control DelaJI, and LOS Determination EB WB NB SB Adj. flow rate 38 1745 91 1373 117 220 71 75 Lane group cap. 182 2060 182 2064 304 522 304 282 v/c ratio 0.21 0.85 050 0.67 0.38 0.42 0.23 0.27 Green ratio 0.10 0.41 0.10 0.41 0.17 0.17 0.17 0.17 Unif. delay d1 60.6 39.4 62.5 35.3 54.2 54.5 52.7 53.0 Delay factor k 0.11 0.38 0.11 0.24 0.11 0.11 0.11 0.11 lncrem. delay d2 0.6 3.5 2.2 0.8 0.8 0.6 0.4 0.5 PF factor 0.924 0.540 0.924 0.540 0.863 0.863 0.863 0.863 Control delay 56.5 24.8 59.9 19.9 47.6 47.6 45.9 46.3 Lane group LOS E c E B D D D D Apprch. delay 25.4 22.4 47.6 46.1 Approach LOS c c D D lntersec. delay 27.1 Intersection LOS c HCS200oTM Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1f file://C:\Documents and Settings\skab.USAI\Local Settings\ Temp\s2kl46.tmp 2/22/2010 Short Report Page 1 of 1 1 ~ t't>f SHORT REPORT General Information Site Information Intersection PALOMAR AIRPORT ~nalyst USA/ RD.IY ARROW DR. Agency or Co. USA/ !Area Type All other areas Date Performed 02i22110 Jurisdiction CARLSBAD Time Period PM PEAK ~nalysis Year NEAR-TERM WITH PROJECT Volume and Timing ln_put EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 0 1 3 0 1 2 0 1 1 0 Lane group L TR L TR L TR L TR V_olumejvphl 36 1785 63 91 1466 38 111 10 204 72 15 56 %Heavy veh 1 2 1 1 2 1 1 1 1 1 1 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated {P/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eft. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 0 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasin_g Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 [riming G = 15.0 G = 60.0 G = G= G = 25.0 G = 25.0 G= G= y = 5 y = 6 Y= Y= Y= 6 y = 5 Y= Y= Duration of Analysis (hrs = 0. 25 Cycle Length C = 147.0 Lane Group Capacity, Control Dela', and LOS Determination EB WB NB SB fAdj. flow rate 38 1945 96 1583 117 226 76 75 Lane group cap. 182 2061 182 2064 304 522 304 282 lv/c ratio 0.21 0.94 0.53 0.77 0.38 0.43 0.25 0.27 Green ratio 0.10 0.41 0.10 0.41 0.1 7 0.17 0.17 0.17 Unif. delay d 1 60.6 41.9 62.6 37.5 54.2 54.6 52.9 53.0 Delay factor k 0.11 0.46 0.13 0.32 0.11 0.11 0.11 0.11 lncrem. delay d2 0.6 9.7 2.9 1.8 0.8 0.6 0.4 0.5 PF factor 0.924 0.540 0.924 0.540 0.863 0.863 0.863 0.863 Control delay 56.5 32.3 60.8 22.0 47.6 47.8 46.1 46.3 Lane group LOS E c E c D D D D ft\pprch. delay 32.8 24.3 47.7 46.2 ft\pproach LOS c c D D lntersec. delay 31.0 Intersection LOS c HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1f file://C:\Documents and Settings\skab. USAI\Local Settings\ Temp\s2k14D.tmp 2/24/2010 Short Report Page 1 of 1 c&~~ ~~ SHORT REPORT General Information Site Information !Analyst USA/ Intersection EL CAMINO REAUPALOMAR AIRPORT !Agency or Co. USA/ ~rea Type All other areas Date Performed 02/22110 NEAR-TERM AM PEAK Jurisdiction CARLSBAD ~ime Period HOUR !Analysis Year NEAR-TERM NO PROJECT/NO MIT. Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 0 2 3 2 1 3 2 2 3 1 Lane group L TR L T R L T R L T R i'L_olume Jvph) 123 942 130 405 1286 553 61 590 362 373 609 217 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ~ctuated JP!Al A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ~rival type 1 1 1 1 1 1 1 1 1 1 1 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 90 5 0 0 0 5 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 ~iming G:: 19.8 G = 42.0 G= G= G = 30.8 G = 34.0 G= G:: Y= 4.2 Y= 6 Y= Y = Y= 4.2 y = 6 Y= Y = Duration of Analysis (hrs = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB !Adj. flow rate 129 1034 426 1354 582 64 621 381 393 641 228 Lane group cap. 468 1441 468 1450 1510 374 1174 1135 727 1174 650 rvtc ratio 0.28 0.72 0.91 0.93 0.39 0.17 0.53 0.34 0.54 0.55 0.35 ~reen ratio 0.13 0.29 0.13 0.29 0.54 0.21 0.23 0.41 0.21 0.23 0.41 Unit. delay d1 57.2 47.2 62.7 51.1 19.9 47.6 49.5 30.0 51 .8 49.7 30.2 Delay factor k 0.11 0.28 0.43 0.45 0.11 0.11 0.13 0.11 0.14 0.15 0.11 lncrem. delay d2 0.2 0.9 12.7 6.5 0.1 0.1 0.2 0.1 0.4 0.3 0.2 PF factor 1.104 1.267 1.104 1.267 1.770 1.1 77 1.201 1.457 1.177 1.201 1.457 Control delay 63.2 60.6 82.0 71 .2 35.4 56.2 59.6 43.7 61.4 59.9 44.1 Lane group LOS E E F E 0 E E 0 E E 0 f\pprch. delay 60.9 64.3 53.7 57.5 Approach LOS E E 0 E lntersec. delay 60.3 Intersection LOS E HCS2000™ Copyright © 2000 University of Florida. All Rights Reserved Version 4.1f file ://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2kl5E.tmp 2/22/2010 Short Report Page 1 of 1 t\. ~/I-" ~~ vJQ SHORT REPORT General Information Site Information ~~ !Analyst USA! Intersection EL CAMINO REAUPALOMAR AIRPORT !Agency or Co. USA/ Area Type All other areas Date Performed 02/22110 ~urisdiction CARLSBAD NEAR-TERM AM PEAK lfime Period HOUR Analysis Year NEAR-TERM WI PROJECT/NO MIT. Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 0 2 3 2 1 3 2 2 3 1 Lane group L TR L T R L T R L T R ~olume (vph) 145 958 85 434 1309 553 206 612 378 372 638 246 % Heavy_ veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ~ctuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ( pt. en. yreen .......... 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ~rrival type *-\ } 1 1 1 1 1 1 1 1 1 1 1 IN. .... lUlu. ,.,..;,.., ... _./ 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 Timing G = 19.8 G = 42.0 G = G= G = 30.8 G = 34.0 G= G= y = 4.2 Y= 6 Y= Y= y = 4.2 y = 6 Y= Y= Duration of Analysis (hrs}_ = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 153 1097 457 1378 582 217 644 398 392 672 259 Lane group cap. 468 1433 468 1450 1510 374 1174 1144 727 1174 646 v/c ratio 0.33 0.77 0.98 0.95 0.39 0.58 0.55 0.35 0.54 0.57 0.40 Green ratio 0.13 0.29 0.13 0.29 0.54 0.21 0.23 0.41 0.21 0.23 0.41 Unif. delay d1 57.6 48.0 63.4 51.5 19.9 52.3 49.7 30.1 51 .8 50. 1 30.9 Delay factor k 0.11 0.32 0.48 0.46 0.11 0.17 0.15 0.11 0.14 0.17 0.11 I ncrem. delay d2 0.2 1.3 23.7 8.1 0.1 1.1 0.3 0.1 0.4 0.3 0.2 PF factor 1.104 1.267 1.104 1.267 1.770 1.177 1.201 1.457 1.177 1.201 1.457 Control delay 63.7 62.1 93.7 73.3 35.4 62.7 60.0 44.0 61.3 60.4 45.2 Lane group LOS E E F E 0 E E 0 E E 0 Apprch. delay 62.3 68.0 55.4 57.7 Approach LOS E E E E lntersec. delay 62.1 Intersection LOS E HCS2000™ Copyright 0 2000 University of Florida, AB Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k28C.tmp 2/24/2010 Short Report SHORT REPORT Page 1 of 1 4;'r>-f\ -vJQ \ w\M~ General Information Site Information !Analyst USA! Intersection EL CAMINO REAUPALOMAR AIRPORT fAgency or Co. USA/ !Area Type All other areas Date Performed 02/22110 NEAR-TERM AM PEAK Jurisdiction CARLSBAD ifime Period HOUR [Analysis Year NEAR TERM + PROJ. + MIT. #1 Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 3 2 2 3 2 2 3 1 Lane group L T R L T R L T R L T R j\lolume (vph) 145 958 185 434 1309 553 206 612 378 372 638 246 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (P/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ~en.~'""'" -2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 (Arrival type $ l ) 1 1 1 1 1 1 1 1 1 1 1 1 ~ . Unll ~r •~,·~·~ ......-3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 90 0 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing_ Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 Timing G = 19.8 G = 42.0 G= G= G = 30.8 G = 34.0 G= G= Y= 4.2 y = 6 Y= Y= y = 4.2 y = 6 Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 153 1008 100 457 1378 582 217 644 398 392 672 259 Lane group cap. 468 1450 457 468 1450 1517 727 1174 1151 727 1174 650 v/c ratio 0.33 0.70 0.22 0.98 0.95 0.38 0.30 0.55 0.35 0.54 0.57 0.40 Green ratio 0.13 0.29 0.29 0.13 0.29 0.54 0.21 0.23 0.41 0.21 0.23 0.41 Unif. delay d1 57.6 46.8 40.0 63.4 51.5 19.9 49.0 49.7 30.1 51.8 50.1 30.9 Delay factor k 0.11 0.26 0.11 0.48 0.46 0.11 0.11 0.15 0.11 0.14 0.17 0.11 lncrem. delay d2 0.2 0.7 0.1 23.7 8.1 0.1 0.1 0.3 0.1 0.4 0.3 0.2 PF factor 1.104 1.267 1.267 1.104 1.267 1.770 1.177 1.201 1.457 1.177 1.201 1.457 Control delay 63.7 60.0 50.8 93.7 73.3 35.3 57.8 60.0 43.9 61 .3 60.4 45.2 Lane group LOS E E D F E D E E D E E D [Apprch. delay 59.7 68.0 54.5 57.7 [Approach LOS E E D E lntersec. delay 61.4 Intersection LOS E HCS2000™ Copyright© 2000 University of Florida, All Rights Reserved Version 4.1f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k16F.tmp 2/24/2010 Short Report SHORT REPORT General Information !Site Information Analyst USA/ Intersection EL CAMINO REAUPALOMAR AIRPORT Agency or Co. USA/ ~rea Type All other areas Date Performed 02122110 NEAR-TERM AM PEAK Jurisdiction CARLSBAD Time Period NEAR TERM + PROJ. + MIT. HOUR f..nalysis Year # 2 f V..l 1(\.l. c·c_Tv) Volume and Timing_ Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 3 2 2 3 2 2 3 1 Lane group L T R L T R L T R L T R !Volume {vph} 145 958 185 434 1309 553 206 612 378 372 638 246 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated {PIA} A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 fl<=""l. c1 . green--_ _ 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ( !Arrival type ~ S ) 5 5 5 5 5 5 5 5 5 5 5 5 IU.oJt Extension / 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/R ·o R Volume 0 0 90 0 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parki ng/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 !riming G = 19.8 G = 42.0 G= G = G = 30.8 G = 34.0 G = G = Y = 4.2 y = 6 Y = Y= y = 4.2 Y = 6 Y = Y = Duration of Analysis hrs = 0. 25 Cycle Length C = 147.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB i,Adj. flow rate 153 1008 100 457 1378 582 217 644 398 392 672 259 Lane group cap. 468 1450 457 468 1450 1517 727 1174 1151 727 1174 650 'fv/c ratio 0.33 0.70 0.22 0.98 0.95 0.38 0.30 0.55 0.35 0.54 0.57 0.40 Green ratio 0.13 0.29 0.29 0. 13 0.29 0.54 0.21 0.23 0.41 0.21 0.23 0.41 Unif. delay d 1 57.6 46.8 40.0 63.4 51.5 19.9 49.0 49.7 30.1 51.8 50.1 30.9 Delay factor k 0.11 0.26 0.11 0.48 0.46 0.11 0.11 0.15 0.11 0.14 0.17 0.11 lncrem. delay d2 0.2 0.7 0.1 23.7 8.1 0.1 0.1 0.3 0.1 0.4 0.3 0.2 PF factor 0.896 0.733 0.733 0.896 0.733 0.230 0.823 0.799 0.543 0.823 0.799 0.543 Control delay 51.8 35.1 29.5 80.5 45.8 4.7 40.4 40.0 16.4 43.0 40.4 17.0 Lane group LOS 0 0 c F D A D 0 B D D B i,Apprch. delay 36.6 42.5 32.6 36.6 i,Approach LOS 0 0 c 0 lntersec. delay 38.1 Intersection LOS 0 HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f ftle://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2kl 7B.tmp 2/24/2010 Short Report Page 1 of 1 ?;-~ ~\ SHORT REPORT ~Q General Information §ite Information lA.nalyst USA! Intersection EL CAMINO REAUPALOMAR AIRPORT Agency or Co. USAf lArea Type All other areas Date Performed 02/22110 NEAR-TERM PM PEAK Jurisdiction CARLSBAD Time Period HOUR f.nalysis Year NEAR-TERM! NO PROJ.INO MIT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 0 2 3 2 1 3 2 2 3 1 Lane group L TR L T R L T R L T R Volume (vph) 272 1262 105 437 1050 517 128 678 461 797 825 181 % Heav'l'_ veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A A Startup_ lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 FYt off n.-.::oon 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type ~\) 1 1 1 1 1 1 1 1 1 1 1 ....... . ...._ . -3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 U1 ~---~ ·~·~ Ped/Bike/RTOR Volume 5 0 53 5 0 0 5 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 Timing G = 19.8 G = 42.0 G= G= G = 30.8 G = 34.0 G= G= y = 4.2 Y= 6 Y= Y= y = 4.2 y = 6 Y=-Y=- Duration of Analysis (hrs = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 286 1383 460 1105 544 135 714 485 839 868 191 Lane group cap. 468 1441 468 1450 1510 374 1174 1151 727 1174 646 IV/c ratio 0.61 0.96 0.98 0.76 0.36 0.36 0.61 0.42 1.15 0.74 0.30 Green ratio 0.13 0.29 0.13 0.29 0.54 0.21 0.23 0.41 0.21 0.23 0.41 Unit. delay d 1 60.0 51.7 63.4 47.9 19.6 49.7 50.5 31.2 58.1 52.4 29.4 Delay factor k 0.20 0.47 0.49 0.31 0.11 011 0.19 0.11 0.50 0.30 0.11 lncrem. delay d2 1.2 9.2 25.2 1.2 0.1 0.3 0.5 0.1 77.6 1.3 0.1 PF factor 1.104 1.267 1.104 1.267 1.770 1.177 1.201 1.457 1.177 1.201 1.457 Control delay 67.4 74.7 95.2 62.0 34.8 58.8 61.1 45.6 146.0 64.2 43.0 Lane group LOS E E F E c E E D F E D IApprch. delay 73.4 62.2 55.3 98.2 !Approach LOS E E E F lntersec. delay 73.3 Intersection LOS E HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.lf file://C: \Documents and Settings\skab. USAI\Local Settings\ Temp\s2k 18D .tmp 2/22/2010 Short Report SHORT REPORT General Information Site Information Analyst USAf Intersection EL CAMINO REAUPALOMAR AIRPORT Agency or Co. USAf !Area Type All other areas Date Performed 02/22110 Jurisdiction CARLSBAD Time Period NEAR-TERM PM PEAK NEAR-TERM/+ PROJ.IW HOUR !Analysis Year MfT#1 Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 3 2 2 3 2 2 3 1 Lane group L T R L T R L T R L T R Volume (vph) 309 1289 194 474 1077 517 300 715 488 797 862 218 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext pff.. , r""n 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type ~V 1 1 1 1 1 1 1 1 1 1 1 1 Unn t:xrens1on 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 53 5 0 0 5 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 !Timing G = 19.8 G = 42.0 G= G= G = 30.8 G = 34.0 G= G = y = 4.2 Y= 6 Y= Y= Y= 4.2 y = 6 Y = Y= Duration of Analysis hrs = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB fAdj. flow rate 325 1357 148 499 1134 544 316 753 514 839 907 229 Lane group cap. 468 1450 455 468 1450 1510 727 1174 1151 727 1174 646 rvtc ratio 0.69 0.94 0.33 1.07 0.78 0.36 0.43 0.64 0.45 1.15 0.77 0.35 Green ratio 0.13 0.29 0.29 0.13 0.29 0.54 0.21 0.23 0.41 0.21 0.23 0.41 Unif. delay d1 60.7 51.2 41.3 63.6 48.3 19.6 50.5 51.0 31.6 58.1 52.9 30.2 Delay factor k 0.26 0.45 0.11 0.50 0.33 0.11 0.11 0.22 0.11 0.50 0.32 0.1 1 fncrem. delay d2 2.3 6.6 0.2 48.7 1.4 0.1 0.2 0.6 0.1 77.6 1.7 0.2 PF factor 1.104 1.267 1.267 1.104 1.267 1.770 1.177 1.201 1.457 1.177 1.201 1.457 Control delay 69.3 71.5 52.6 118.9 62.6 34.8 59.7 61.8 46.2 146.0 65.1 44.2 Lane group LOS E E 0 F E c E E 0 F E 0 lt\pprch. delay 69.5 68.6 56.3 97.1 Approach LOS E E E F lntersec. delay 73.7 Intersection LOS E HCS2000TM Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2klA5.tmp 2/24/2010 Short Report SHORT REPORT General Information Site Information !Analyst USA/ Intersection EL CAMINO REAUPALOMAR AIRPORT !Agency or Co. USA/ !Area Type All other areas Date Performed 02122/10 Jurisdiction CARLSBAD rnme Period NEAR-TERM PM PEAK NEAR-TERM/+ PtOJ.Nt/ '"\ HOUR !Analysis Year MIT#2 w,-n-\. cc.. \V Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 3 2 2 3 2 2 3 1 Lane group L T R L T R L T R L T R ~olume (vph) 309 1289 194 474 1077 517 300 715 488 797 862 218 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ~ctuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ir-. "'" 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 I""". vi.~~ ( ~rrival type ~? ) 5 5 5 5 5 5 5 5 5 5 5 5 .J..r.,.i+ l::v+on<-inn --3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 ,~ Ped/Bike/RTOR Volume 5 0 53 5 0 0 5 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 jTiming G = 19.8 G = 42.0 G= G= G = 30.8 G = 34.0 G= G= y = 4.2 Y = 6 Y= Y= y = 4.2 Y= 6 Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB lAdj. flow rate 325 1357 148 499 1134 544 316 753 514 839 907 229 Lane group cap. 468 1450 455 468 1450 1510 727 1174 1151 727 1174 646 v/c ratio 0.69 0.94 0.33 1.07 0.78 0.36 0.43 0.64 0.45 1.15 0.77 0.35 Green ratio 0.13 0.29 0.29 0.13 0.29 0.54 0.21 0.23 0.41 0.21 0.23 0.41 Unit. delay d1 60.7 51.2 41.3 63.6 48.3 19.6 50.5 51.0 31.6 58.1 52.9 30.2 Delay factor k 0.26 0.45 0.11 0.50 0.33 0.11 0.11 0.22 0.11 0.50 0.32 0.11 lncrem. delay d2 2.3 6.6 0.2 48.7 1.4 0.1 0.2 0.6 0.1 77.6 1.7 0.2 PF factor 0.896 0.733 0.733 0.896 0.733 0.230 0.823 0.799 0.543 0.823 0.799 0.543 Control delay 56.7 44.2 30.5 105.7 36.9 4.6 41.8 41.4 17.3 125.4 43.9 16.6 Lane group LOS E D c F D A D D B F D B ~pprch. delay 45.3 44.6 33.6 75.4 Approach LOS D D c E lntersec. delay 50.5 Intersection LOS D HCS2000™ Copyright 0 2000 University of Florida. All Rights Reserved Version 4.1 f flle://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k1Bl.tmp 2/24/2010 Short Report Page 1 of 1 SHORT REPORT General Information Site Information Analyst USA / Intersection PAR @ LOKER WEST Agency or Co. USA/ !Area Type All other areas Date Performed 02122110 Jurisdiction CARLSBAD Time Period AM PEAK !Analysis Year NEAR-TERM NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH Num. of Lanes 1 3 1 1 3 0 1 1 1 1 1 Lane group L T R L TR L T R L T !Volume (vph) 287 1173 222 43 2015 94 45 64 25 28 17 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. _gr een 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 3 5 5 3 5 3 5 5 3 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Pa rking/G rade/P arking N 0 N N 0 N N 0 N N 0 Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasinq Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 !Timing G = 25.8 G = 60.0 G = G = G = 14.8 G = 18.0 G= G = y = 4.2 y = 5 Y= Y = y = 4.2 y = 5 Y= Y = Duration of Analysis (hrs) = 0. 25 Cycle Length C = 137.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB !Adj. flow rate 302 1235 234 45 2220 47 67 26 29 18 Lane g roup cap. 337 2222 696 337 2208 193 245 208 193 245 v/c ratio 0.90 0.56 0.34 0.13 1.01 0.24 0.27 0.13 0.15 0.07 Green ratio 0.19 0.44 0.44 0.19 0.44 0.11 0.13 0.13 0.11 0.13 Unif. delay d1 54.3 28.6 25.4 46.3 38.5 56.0 53.6 52.5 55.4 52.2 Delay factor k 0.42 0.15 0.11 0.11 0.50 0.11 0.11 0.11 0.11 0.11 lncrem. delay d2 19.2 0.2 0.2 0.1 17.3 0.7 0.6 0.3 0.4 0.1 PF factor 1.000 0.481 0.481 1.000 0.481 1.000 0.899 0.899 1.000 0.899 Control delay 73.5 14.0 12.4 46.4 35.8 56.6 48.8 47.5 55.8 47.1 Lane group LOS E 8 8 D D E D D E D Apprch. delay 23.9 36.0 51.2 50.5 Approach LOS c D D D lntersec. delay 31.9 Intersection LOS c HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved RT 1 R 111 1 0.95 A 2.0 2.0 5 3.0 55 12.0 N 0 3.0 08 59 208 0.28 0.13 53.7 0.11 0.8 0.899 49.0 D ~/f' "\~~ ~Q Version 4 .If file://C:\Documents and Settings\skab.USAl\Local Settings\Temp\s2klA6.tmp 2/22/2010 Short Report SHORT REPORT General Information Site Information Page 1 of 1 1\.. 0\~' ~'\ \J;.Q.. ~nalyst USA/ Intersection PAR@ LOKER WEST ~gency or Co. USA/ Area Type AJJ other areas Jurisdiction CARLSBAD Date Performed 02122110 NEAR-TERM WTH !rime Period AM PEAK Analysis Year PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 1 1 3 0 1 1 1 1 1 1 Lane group L T R L TR L T R L T R ~olume (v_ph) 287 1205 225 43 2057 94 49 64 25 28 17 111 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (P/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ~rrival type 3 5 5 3 5 3 5 5 3 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 55 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 ~iming G = 25.8 G = 60.0 G= G= G = 14.8 G = 18.0 G= G = y = 4.2 y = 5 Y= Y= Y = 4.2 Y= 5 Y= Y= Duration of Analysis (hrs) = 0.25 Cycle Length C = 137.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB lt>.dj. flow rate 302 1268 237 45 2264 52 67 26 29 18 59 Lane group cap. 337 2222 696 337 2208 193 245 208 193 245 208 v/c ratio 0.90 0.57 0.34 0.13 1.03 0.27 0.27 0.13 0.15 0.07 0.28 Green ratio 0.19 0.44 0.44 0. 19 0.44 0.11 0.13 0.13 0.11 0.13 0.13 Unif. delay d1 54.3 28.8 25.4 46.3 38.5 56.1 53.6 52.5 55.4 52.2 53.7 Delay factor k 0.42 0.17 0.11 0.11 0.50 0.11 0.11 0.11 0.11 0.11 0.11 lncrem. delay d2 19.2 0.2 0.2 0.1 22.9 0.8 0.6 0.3 0.4 0.1 0.8 PF factor 1.000 0.481 0.481 1.000 0.481 1.000 0.899 0.899 1.000 0.899 0.899 Control delay 73.5 14.1 12.4 46.4 41.4 56.9 48.8 47.5 55.8 47.1 49.0 Lane group LOS E B a 0 0 E 0 0 E 0 0 Apprch. delay 23.8 41.5 51.5 50.5 ~pproach LOS c 0 0 0 lntersec. delay 34.7 Intersection LOS c HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k1Dl.tmp 2/24/2010 Short Report Page 1 of 1 t'\"Q ~) SHORT REPORT General Information Site Information Analyst USA/ Intersection PAR@ LOKER WEST Agency or Co. USA/ !Area Type All other areas Date Performed 02122110 Jurisdiction CARLSBAD Time Period PM PEAK !Analysis Year NEAR-TERM NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 1 1 3 0 1 1 1 1 1 1 Lane group L T R L TR L T R L T R Volume (v_Q_hJ 155 2565 137 18 1504 52 173 20 46 102 48 360 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated(P/Al A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eft. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival tyQe 3 5 5 3 5 3 5 5 3 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 180 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 Timing G = 14.8 G = 65.0 G= G= G = 14.8 G = 18.0 G = G= Y= 4.2 Y= 5 Y = Y = y = 4.2 Y= 5 Y = Y= Duration of Analysis (hrs = 0.25 !Cycle Length C = 131.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB ~dj. flow rate 163 2700 144 19 1638 182 21 48 107 51 189 Lane group cap. 202 2518 789 202 2505 202 256 217 202 256 217 v/c ratio 0.81 1.07 0.18 0.09 0.65 0.90 0.08 0.22 0.53 0.20 0.87 Green ratio 0.11 0.50 0.50 0.11 0.50 0.11 0.14 0.14 0.11 0.14 0.14 Unif. delay d1 56.7 33.0 18.3 52.1 24.6 57.4 49.3 50.3 54.8 50.1 55.4 Delay factor k 0.35 0.50 0.11 0.11 0.23 0.42 0.11 0.11 0.13 0.11 0.40 lncrem. delay d2 15.5 38.8 0.1 0.1 0.4 37.3 0.1 0.5 2.6 0.4 29.6 PF factor 1.000 0.343 0.343 1.000 0.343 1.000 0.894 0.894 1.000 0.894 0.894 Control delay 72.2 50.1 6.4 52.2 8.9 94.7 44.2 45.4 57.5 45.2 79.1 Lane group LOS E D A D A F D D E D E Apprch. delay 49.2 9.4 81 .0 67.4 lt\pproach LOS D A F E lntersec. delay 39.4 Intersection LOS D HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2kl BE.tmp 2/22/2010 Short Report Page 1 of 1 c:\.Jl SHORT REPORT General Information Site Information Analyst USA/ Intersection PAR@ LOKER WEST Agency or Co. USA/ !Area Type All other areas Jurisdiction CARLSBAD Date Performed 02122110 NEAR-TERM WITH Time Period PM PEAK !Analysis Year PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 1 1 3 0 1 1 1 1 1 1 Lane group L T R L TR L T R L T R !Volume (vph) 155 261 9 142 18 1558 52 178 20 46 102 48 360 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 3 5 5 3 5 3 5 5 3 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 180 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 !Timing G = 14.8 G = 65.0 G= G = G = 14.8 G = 18.0 G = G= Y= 4.2 y = 5 Y= Y= y = 4.2 y = 5 Y= Y = Duration of Analysis (hrs = 0.25 Cycle Lenqth C = 131.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB !Adj. flow rate 163 2757 149 19 1695 187 21 48 107 51 189 Lane group cap. 202 2518 789 202 2506 202 256 217 202 256 217 v/c ratio 0.81 1.09 0.19 0.09 0.68 0.93 0.08 0.22 0.53 0.20 0.87 Green ratio 0.11 0.50 0.50 0.11 0.50 0.11 0.14 0.14 0.11 0.14 0.14 Unif. delay d1 56.7 33.0 18.3 52.1 25.0 57.6 49.3 50.3 54.8 50.1 55.4 Delay factor k 0.35 0.50 0.11 0.11 0.25 0.44 0.11 0.11 0.13 0.11 0.40 lncrem. delay d2 15.5 47.9 0.1 0.1 0.5 43.0 0.1 0.5 2.6 0.4 29.6 PF factor 1.000 0.343 0.343 1.000 0.343 1.000 0.894 0.894 1.000 0.894 0.894 !Control delay 72.2 59.2 6.4 52.2 9.1 100.5 44.2 45.4 57.5 45.2 79.1 Lane group LOS E E A D A F D 0 E D E IApprch. delay 57.3 9.6 85.6 67.4 !Approach LOS E A F E lntersec. delay 44.1 Intersection LOS 0 HCS2000™ Copyright 0 2000 University of Florida. All Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2klDD.tmp 2/24/2010 ~\ ..;~ Short Report Page 1 of 1 \0 '~ tl~ SHORT REPORT General Information !Site Information Analyst USA/ Intersection PAR@ EL FUERTE ST. Agency or Co. USA! fA-rea Type All other areas Date Performed 02122110 Jurisdiction CARLSBAD Time Period AM PEA K fA.nalysis Year NEAR-TERM NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 3 0 2 2 0 2 2 0 Lane group L T R L TR L TR L TR Volume (vph) 121 1003 69 181 2000 115 117 120 88 36 24 17 %Heavy ve h 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A A Startup lost time 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ext. eff. g_reen 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 5 4 4 4 4 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 10 0 5 10 0 5 5 0 5 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 Timing G = 15.8 G = 66.0 G= G= G = 13.8 G = 25.0 G= G= Y = 4.2 y = 6 Y = Y= Y = 4.2 y = 6 Y= Y = Duration of Analysis (hrs = 0.25 Cycle Length C = 141.0 Lane Group Capacity, Control Delay, and LOS Detennination EB WB NB SB fA,dj. fl ow rate 127 1056 73 191 2226 123 219 38 43 Lane group cap. 368 2343 944 368 2346 315 561 315 562 i'Jic ratio 0.35 0.45 0.08 0.52 0.95 0.39 0.39 0.12 0.08 !Green ratio 0.10 0.46 0.60 0.10 0.46 0.09 0.17 0.09 0.17 Unif. delay d1 58.6 25.9 11.7 59.7 36.4 60.4 52.0 58.9 49.2 Delay factor k 0.11 0.11 0.11 0.12 0.46 0.11 0.11 0.11 0.11 I ncrem. delay d2 0.6 0.1 0.0 1.3 9.3 0.8 0.5 0.2 0.1 PF factor 0.922 0.430 0.125 0.922 0.430 1.000 1.000 1.000 1.000 Control delay 54.6 11 .3 1.5 56.4 25.0 61.2 52.4 59.1 49.2 Lane group LOS 0 B A E c E D E D fA.pprch. delay 15.1 27.5 55.6 53.9 fA.pproach LOS B c E D lntersec. delay 26.5 Intersection LOS c HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f file:/ /C :\Documents and Settings\skab. USAI\Local Settings\ Temp\s2k 1 D6. tmp 2/22/2010 Short Report Page 1 of 1 \0 /~ ~~ SHORT REPORT !General Information Site Information !Analyst USA/ Intersection PAR@ EL FUERTE ST. !Agency or Co. USA/ !\rea Type All other areas Jurisdiction CARLSBAD Date Performed 02122110 NEAR-TERM WITH lfime Period AM PEAK lt\nalysis Year PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 3 0 2 2 0 2 2 0 Lane group L T R L TR L TR L TR !Volume (vph) 124 1026 75 181 2038 115 123 120 88 36 24 21 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ~ctuated (PIA) A A A A A A A A A A A A l§tartup lost time 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ~rrival type 5 5 5 5 5 4 4 4 4 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 10 0 5 10 0 5 5 0 5 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 friming G = 15.8 G = 66.0 G = G= G = 13.8 G = 25.0 G = G= Y= 4.2 y = 6 Y= Y= Y = 4.2 y = 6 Y = Y= Duration of Analysis (hrs = 0.25 K:;ycle Length C = 141.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 131 1080 79 191 2266 129 219 38 47 Lane group cap. 368 2343 944 368 2346 315 561 315 557 v/c ratio 0.36 0.46 0.08 0.52 0.97 0.41 0.39 0.12 0.08 Green ratio 0.10 0.46 0.60 0.10 0.46 0.09 0.17 0.09 0.17 Unif. delay d1 58.7 26.0 11.8 59.7 36.9 60.5 52.0 58.9 49.2 Delay factor k 0.11 0.11 0.11 0.12 0.47 0.11 0.11 0.11 0.11 lncrem. delay d2 0.6 0.1 0.0 1.3 11.7 0.9 0.5 0.2 0.1 PF factor 0.922 0.430 0.125 0.922 0.430 1.000 1.000 1.000 1.000 Control delay 54.7 11.3 1.5 56.4 27.6 61.4 52.4 59.1 49.3 Lane group LOS 0 8 A E c E 0 E 0 Apprch. delay 15.1 29.8 55.8 53.7 Approach LOS 8 c E 0 lntersec. delay 27.9 Intersection LOS c HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k1E9.tmp 2/24/2010 Short Report General Information Analyst USA/ Agency or Co. USA / Date Performed 02122110 SHORT REPORT Site Information Intersection !Area Type Jurisdiction PAR@ EL FUERTE ST. All other areas CARLSBAD Page 1 of 1 \\J~ ~~ Time Period PM PEAK !Analysis Year NEAR-TERM NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 3 0 2 2 0 2 2 0 Lane group L T R L TR L TR L TR Volume (vph) 26 2286 219 215 1330 22 128 43 249 225 136 78 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A A Startup lost time 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 5 5 5 5 5 4 4 4 4 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bi ke/RTOR Volume 5 10 0 5 10 0 5 5 0 5 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 tTiming G = 15.8 G = 66.0 G = G= G = 13.8 G = 25.0 G= G= y = 4.2 Y= 6 Y = Y= y = 4.2 y = 6 Y = Y = Duration of Analysis (hrs) = 0.25 Cycle Length C = 141.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB !Adj. flow rate 27 2406 231 226 1423 135 307 237 225 Lane group cap. 368 2343 944 368 2361 315 519 315 567 v/c ratio 0.07 1.03 0.24 0.61 0.60 0.43 0.59 0.75 0.40 Green ratio 0.10 0.46 0.60 0.10 0.46 0.09 0.17 0.09 0.17 Unit. delay d1 56.9 38.0 13.1 60.4 28.4 60.6 54.0 62.6 52.1 Delay factor k 0.11 0.50 0.11 0.20 0.19 0.11 0.18 0.31 0.11 I ncrem. delay d2 0.1 25.8 0.1 3.0 0.4 0.9 1.8 9.8 0.5 PF factor 0.922 0.430 0.125 0.922 0.430 1.000 1.000 1.000 1.000 Control delay 52.6 42.2 1.8 58.7 12.6 61.6 55.8 72.3 52.5 Lane group LOS D D A E B E E E D lt\pprch. delay 38.8 18.9 57.6 62.7 lt\pproach LOS D B E E lntersec. delay 36.2 Intersection LOS D HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\ Temp\s2kl EE.tmp 2/22/2010 Short Report General Information ~nalyst USA/ ~gency or Co. USA! Date Performed 02122110 lfime Period PM PEAK Volume and Timing Input EB LT TH Num. of Lanes 2 3 Lane group L T 1\/olume (vphl 31 2325 %Heavy veh 1 2 PHF 0.95 0.95 fA,ctuated (?/A} A A !Startup lost time 3.0 3.0 Ext. eff. green 2.0 2.0 ~rrival we 5 5 Unit Extension 3.0 3.0 Ped/Bike/RTOR Volume 5 10 Lane Width 12.0 12.0 Parking/Grade/Parking N 0 Parking/hr Bus stops/hr 0 0 Unit Extension 3.0 3.0 Phasing_ Excl. Left Thru & RT 03 Timing G = 15.8 G = 66.0 G= y = 4.2 y = 6 Y= SHORT REPORT Site Information Intersection PAR@ EL FUERTE ST. ~rea Type All other areas Jurisdiction CARLSBAD NEAR-TERM WITH fA.nalysis Year PROJECT WB NB RT LT TH RT LT TH RT LT 1 2 3 0 2 2 0 2 R L TR L TR L 229 215 1374 22 138 43 249 225 1 1 2 1 1 2 1 1 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 A A A A A A A A 3.0 3.0 3.0 3.0 3.0 3.0 2.0 2.0 2.0 2.0 2.0 2.0 5 5 5 4 4 4 3.0 3.0 3.0 3.0 3.0 3.0 0 5 10 0 5 5 0 5 12.0 12.0 12.0 12.0 12.0 12.0 N N 0 N N 0 N N 0 0 0 0 0 0 3.0 3.0 3.0 3.0 3.0 3.0 04 Excl. Left Thru & RT 07 G= G = 13.8 G = 25.0 G= Y= Y= 4.2 Y= 6 Y= Page 1 of 1 0 Q/x '\ 1'J SB TH RT 2 0 TR 136 78 2 1 0.95 0.95 A A 3.0 2.0 4 3.0 5 0 12.0 0 N 0 3.0 08 G= Y= Duration of Analysis(hrs = 0.25 ~ycle Leng_th C = 141.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB V\dj . flow rate 33 2447 241 226 1469 145 307 237 225 Lane group cap. 368 2343 944 368 2361 315 519 315 567 v/c ratio 0.09 1.04 0.26 0.61 0.62 0.46 0.59 0.75 0.40 Green ratio 0.10 0.46 0.60 0.10 0.46 0.09 0.17 0.09 0.17 Unif. delay d 1 57.0 38.0 13.2 60.4 28.7 60.8 54.0 62.6 52.1 Delay factor k 0.11 0.50 0.11 0.20 0.21 0.11 0.18 0.31 0.11 lncrem. delay d2 0.1 31.5 0.1 3.0 0.5 1.1 1.8 9.8 0.5 PF factor 0.922 0.430 0.125 0.922 0.430 1.000 1.000 1.000 1.000 Control delay 52.7 47.8 1.8 58.7 12.9 61.9 55.8 72.3 52.5 Lane group LOS D D A E B E E E D Apprch. delay 43.8 19.0 57.7 62.7 Approach LOS D 8 E E lntersec. delay 38.7 Intersection LOS D HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1f file://C:\Documents and Settings\ska.b.USAI\Local Settings\Temp\s2klF5.tmp 2/24/2010 Short Report General Information SHORT REPORT ~ite Information Page 1 of 1 ,-~ \.)~ !Analyst Intersection MELROSE DR.@ PALOMAR USA/ AIRPOR !Agency or Co. USA/ Area Type All other areas Date Performed 02/22110 Jurisdiction CARLSBAD [Time Period AM PEAK HOUR !Analysis Year NEAR-TERM! NO PROJ./ NO MIT. Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 3 1 2 4 1 2 3 1 Lane group L T R L T R L T R L T R 'Volume (vQh) 421 650 97 71 1476 73 418 440 77 39 520 880 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated. (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ~rival tyQ_e 5 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 10 0 5 10 0 5 10 0 5 10 150 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left EB Only Thru & RT 04 Excl. Left Thru & RT 07 08 Timing G = 17.0 G = 9.0 G = 44.0 G= G = 20.0 G = 35.0 G= G= Y= 4.2 Y= 6 Y= 6 Y= Y= 4.2 y = 6 Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 151.4 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB IAdj. flow rate 443 684 102 75 1554 77 440 463 81 41 547 768 Lane group cap. 692 1977 609 390 1543 723 459 1564 598 459 1173 735 ~/c ratio 0.64 0.35 0.17 0.19 1.01 0.11 0.96 0.30 0.14 0.09 0.47 1.04 !Green ratio 0.20 0.39 0.39 0.11 0.29 0.46 0.13 0.23 0.38 0.13 0.23 0.47 Unif. delay d 1 55.6 32.6 30.2 61.0 53.7 23.0 65.3 48.0 30.4 57.7 50.2 40.1 Delay factor k 0.22 0.11 0.11 0.11 0.50 0.11 0.47 0.11 0.11 0.11 0.11 0.50 lncrem. delay d2 2.0 0.1 0.1 0.2 24.7 0.1 31.5 0.1 0.1 0.1 0.3 45.5 PF factor 0.834 0.574 0.574 0.916 0.727 0.427 0.899 0.800 0.586 0.899 0.800 0.408 Control delay 48.4 18.8 17.5 56.1 63.7 9.9 90.2 38.5 17.9 51 .9 40.4 61 .9 Lane group LOS D a a E E A F D a D D E IApprch. delay 29.4 60.9 59.9 52.9 f.pproach LOS c E E D I ntersec. delay 51.3 Intersection LOS D HCS2000™ Copyright C 2000 University of Florida, All Rights Reserved Version 4.1f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k206.tmp 2/22/2010 Page 1 of 1 vl-\ ~ Short Report SHORT REPORT General Information Site Information Intersection MELROSE DR.@ PALOMAR !Analyst USA! AIRPOR !Agency or Co. USA/ Area Type All other areas Date Performed 02122110 Jurisdiction CARLSBAD !Time Period AM PEAK HOUR Analysis Year NEAR-TERM! WITH PROJ.I NO MIT. Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 3 1 2 4 1 2 3 1 Lane group L T R L T R L T R L T R 1\/olume (vph) 424 656 111 71 1484 73 444 440 77 39 520 884 %Heavy_ veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (PIA) A A A A A A A A A A A A Startu_Q_ lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eft. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 5 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 10 0 5 10 0 5 10 0 5 10 150 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left EB Only Thru & RT 04 Excl. Left Thru & RT 07 08 !Timing G = 17.0 G = 9.0 G = 44.0 G= G = 20.0 G = 35.0 G= G= Y= 4.2 y = 6 y = 6 Y= y = 4.2 Y= 6 Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 151.4 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB !Adj. flow rate 446 691 117 75 1562 77 467 463 81 41 547 773 Lane group cap. 692 1977 609 390 1543 723 459 1564 598 459 1173 735 v/c ratio 0.64 0.35 0.19 0.19 1.01 0.11 1.02 0.30 0.14 0.09 0.47 1.05 Green ratio 0.20 0.39 0.39 0.11 0.29 0.46 0.13 0.23 0.38 0.13 0.23 0.47 Unif. delay d1 55.7 32.6 30.5 61.0 53.7 23.0 65.7 48.0 30.4 57.7 50.2 40.1 Delay factor k 0.22 0.11 0.11 0.11 0.50 0.11 0.50 0.11 0.11 0.11 0.11 0.50 lncrem. delay d2 2.1 0.1 0.2 0.2 26.0 0.1 46.5 0.1 0.1 0.1 0.3 47.6 PF factor 0.834 0.574 0.574 0.916 0.727 0.427 0.899 0.800 0.586 0.899 0.800 lo.408 Control delay 48.5 18.9 17.7 56.1 65.0 9.9 105.5 38.5 17.9 51.9 40.4 64.0 Lane group LOS D B B E E A F D B D D E IApprch. delay 29.3 62.2 67.8 54.1 !Approach LOS c E E D lntersec. delay 53.5 Intersection LOS D HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1f flie://C:\Documents and Settings\skab.USAI\Local Settings\ Temp\s2k20 l .tmp 2/24/2010 Short Report Page 1 of 1 ~_,~ ~~ ~~ SHORT REPORT General Information Site Information Analyst Intersection MELROSE DR.@ PALOMAR USA/ AIRPOR Agency or Co. USA/ Area Type All other areas Date Performed 02122110 Jurisdiction CARLSBAD lfime Period PM PEAK HOUR Analysis Year NEAR-TERM! NO PROJ.I NO MIT. Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 3 1 2 4 1 2 3 1 Lane group L T R L T R L T R L T R ~olume (v_ph) 711 1690 475 133 879 48 193 397 66 173 577 536 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ~ctuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext eff. Qreen 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ~rival tyJ:>_e 5 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 10 0 5 10 0 5 10 0 5 10 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left EB Only Thru & RT 04 Excl. Left Thru & RT 07 08 Timing G == 18.8 G = 10.0 G = 42.0 G= G = 12.8 G = 38.0 G= G = Y= 4.2 Y= 6 Y = 6 Y== y = 4.2 Y= 6 Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 148.0 Lane Group Capacity, Control Delay1 and LOS Determination EB WB NB SB Adj. flow rate 748 1779 500 140 925 51 203 418 69 182 607 564 Lane group cap. 774 1988 613 441 1507 642 300 1737 663 300 1303 663 rvtc ratio 0.97 0.89 0.82 0.32 0.61 0.08 0.68 0.24 0.10 0.61 0.47 0.85 !Green ratio 0.22 0.39 0.39 0.13 0.28 0.41 0.09 0.26 0.42 0.09 0.26 0.42 Unif. delay d1 57.0 42.1 40.2 58.8 46.0 26.6 65.6 43.6 25.7 65.2 46.4 38.4 Delay factor k 0.47 0.42 0.36 0.11 0.20 0.11 0.25 0.11 0.11 0.19 0.11 0.38 lncrem. delay d2 24.3 5.7 8.4 0.4 0.8 0.1 6.0 0.1 0.1 3.5 0.3 10.3 PF factor 0.809 0.570 0.570 0.903 0.736 0.535 0.937 0.770 0.509 0.937 0.770 ~.509 Control delay 70.4 29.8 31.3 53.5 34.6 14.3 67.4 33.6 13.1 64.6 36.0 29.8 Lane group LOS E c c D c B E c B E D c ~pprch. delay 40.1 36.0 41.5 37.3 !Approach LOS D D D D lntersec. delay 38.9 Intersection LOS D HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k214.tmp 2/22/2010 Short Report Page 1 of 1 ~-~ ~\ \~~ SHORT REPORT General Information Site Information Intersection MELROSE OR.@ PALOMAR Analyst USAf AIRPOR Agency or Co. USA/ Area Type All other areas Date Performed 02/22110 Jurisdiction CARLSBAD Time Period PM PEAK HOUR Analysis Year NEAR-TERM/ WITH PROJ.I NO MIT. Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 3 1 2 4 1 2 3 1 Lane group L TR R L T R L T R L T R !Volume (vph) 716 1700 499 133 889 48 222 397 66 173 577 541 % Hea~_veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 5 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 10 0 5 10 0 5 10 0 5 10 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 PhasirJg Excl. Left EB Only Thru & RT 04 Excl. Left Thru & RT 07 08 lfiming G = 18.8 G = 10.0 G = 42.0 G== G = 12.8 G = 38.0 G= G= y = 4.2 Y= 6 Y= 6 Y= Y= 4.2 Y= 6 Y= Y= Duration of Analysis hrs = 0. 25 Cycle LenQth C = 148.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB IAdj. flow rate 754 1789 525 140 936 51 234 418 69 182 607 569 Lane group cap. 774 1988 613 441 1507 642 300 1737 663 300 1303 663 v/c ratio 0.97 0.90 0.86 0.32 0.62 0.08 0.78 0.24 0.10 0.61 0.47 0.86 Green ratio 0.22 0.39 0.39 0.13 0.28 0.41 0.09 0.26 0.42 0.09 0.26 0.42 Unif. delay d1 57.1 42.3 41.2 58.8 46.1 26.6 66.2 43.6 25.7 65.2 46.4 38.6 Delay factor k 0.48 0.42 0.39 0.11 0.20 0.11 0.33 0.11 0.11 0.19 0.11 0.39 I ncrem. delay d2 26.0 6.1 11.5 0.4 0.8 0.1 12.4 0.1 0.1 3.5 0.3 10.9 PF factor 0.809 0.570 0.570 0.903 0.736 0.535 0.937 0.770 0.509 0.937 0.770 0.509 Control delay 72.2 30.2 35.0 53.5 34.7 14.3 74.5 33.6 13.1 64.6 36.0 30.5 Lane group LOS E c D 0 c 8 E c B E 0 c IApprch. delay 41 .3 36.1 44.9 37.5 ft\pproach LOS D 0 0 0 I ntersec. delay 40.0 Intersection LOS 0 HC~'20011™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4. If file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k20D.tmp 2/24/2010 Short Report Page 1 of 1 / SHORT REPORT General Information Site Information Intersection MELROSE DR.@ PALOMAR ~nalyst USAf AIRPOR ~gency or Co. USAf Area Type All other areas Date Performed 02/22110 Jurisdiction CARLSBAD :T"ime Period PM PEAK HOUR Analysis Year NEAR-TERM! WITH PROJ.I NO MIT. Volume and Timing Input EB W8 NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 3 1 2 4 1 2 3 1 Lane group L TR R L T R L T R L T R Volume (vph) 716 1700 499 133 889 48 217 397 66 173 577 541 % Heai{Y veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 5 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 10 0 5 10 0 5 10 0 5 10 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left EB Only Thru & RT 04 Excl. Left Thru & RT 07 08 !Timing G = 18.8 G = 10.0 G = 42.0 G= G = 12.8 G = 38.0 G= G= Y = 4.2 y = 6 Y= 6 Y= y = 4.2 Y = 6 Y = Y= Duration of Analysis hrs = 0. 25 Cycle Length C = 148.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB IA.dj. flow rate 754 1789 525 140 936 51 228 418 69 182 607 569 Lane group cap. 774 1988 613 441 1507 642 300 1737 663 300 1303 663 v/c ratio 0.97 0.90 0.86 0.32 0.62 0.08 0.76 0.24 0.10 0.61 0.47 0.86 Green ratio 0.22 0.39 0.39 0.13 0.28 0.41 0.09 0.26 0.42 0.09 0.26 0.42 Unif. delay d1 57.1 42.3 41.2 58.8 46.1 26.6 66.1 43.6 25.7 65.2 46.4 38.6 Delay factor k 0.48 0.42 0.39 0.11 0.20 0.11 0.31 0.11 0.11 0.19 0.11 0.39 lncrem. delay d2 26.0 6.1 11.5 0.4 0.8 0.1 10.8 0.1 0.1 3.5 0.3 10.9 PF factor 0.809 0.570 0.570 0.903 0.736 0.535 0.937 0.770 0.509 0.937 0.770 0.509 K:;ontrol delay 72.2 30.2 35.0 53.5 34.7 14.3 72.7 33.6 13.1 64.6 36.0 30.5 Lane group LOS E c D D c B E c B E D c lA.pprch. delay 41.3 36.1 44.1 37.5 lA.pproach LOS D D D D lntersec. delay 39.9 Intersection LOS D HCS2000™ Copyright C 2000 University of Florida, All Rights Reserved Version 4.1f file://C:\Documents and Settings\skab.USAI\Local Settings\ Temp\s2k220.tmp 2/22/2010 Short Report Page 1 of 1 \V~ ~'\ ~~ SHORT REPORT ~enerallnformation Site Information Analyst USA/ Intersection EL CAMINO REAL@ FARADAY A VENUE Agency or Co. USA/ Area Type All other areas Date Performed 02122110 !Time Period AM PEAK Jurisdiction CARLSBAD Analysis Year NEAR-TERM NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 2 1 1 2 1 2 3 0 2 3 1 Lane group L TR R L T R L TR L T R ttolume (vph) 20 173 96 84 637 137 636 488 72 377 1014 183 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ~ctuated _{PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 53 5 0 0 5 0 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 ~iming G = 15.0 G = 40.0 G= G= G = 33.0 G = 35.0 G = G = Y = 5 Y = 6 y: y: y = 5 y : 6 Y = Y = Duration of Analysis (hrs = 0.25 Cycle Length C = 145.0 Lane Group Capacity, Control Delay1 and LOS Determination EB WB NB SB Adj. flow rate 21 198 29 88 671 144 669 590 397 1067 193 Lane group cap. 185 967 439 185 978 866 790 1202 790 1225 384 vic ratio 0.11 0.20 0.07 0.48 0.69 0.17 0.85 0.49 0.50 0.87 0.50 Green ratio 0.10 0.28 0.28 0.10 0.28 0.54 0.23 0.24 0.23 0.24 0.24 Unit. delay d1 59.0 40.3 38.7 61.3 46.9 16.5 53.6 47.3 48.8 52.8 47.5 Delay factor k 0.11 0.11 0.11 0.11 0.26 0.11 0.38 0.11 0.11 0.40 0.11 lncrem. delay d2 0.3 0.1 0.1 1.9 2.0 0.1 8.5 0.3 0.5 7.1 1.1 PF factor 0.923 0.746 0.746 0.923 0.746 0.202 0.804 0.788 0.804 0.788 0.788 Control delay 54.7 30.2 29.0 58.5 37.0 3.4 51.6 37.6 39.8 48.7 38.5 Lane group LOS D c c E D A D D D D D Apprch. delay 32.1 33.7 45.0 45.4 Approach LOS c c D D I ntersec. delay 41.9 Intersection LOS D HCS2000™ Copyright 0 2000 University of Florida. All Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k22C.tmp 2/22/20 10 Short Report SHORT REPORT General Information Site Information Page 1 of 1 ""'\~~ \r)\ ~ Intersection EL CAMINO REAL@ !Analyst USA/ FARADAY A VENUE !Agency or Co. USA/ Area Type All other areas Date Performed 02/22110 Jurisdiction CARLSBAD [Time Period AM PEAK Analysis Year NEAR-TERM WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 2 1 1 2 1 2 3 0 2 3 1 Lane group L TR R L T R L TR L T R !Volume (vph) 20 173 108 92 637 137 645 517 78 377 1048 183 %Heavy_ veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (PIA) A A A A A A A A A A A A StartuQ_ lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 53 5 0 0 5 0 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 [Timing G = 15.0 G = 40.0 G= G= G = 33.0 G = 35.0 G= G= Y= 5 Y= 6 Y= Y= y = 5 Y= 6 Y= Y= Duration of Analysis (hrs = 0. 25 Cycle Length C = 145.0 Lane Group Capacity, Control Delay_, and LOS Determination EB WB NB SB Adj. flow rate 21 202 38 97 671 144 679 626 397 1103 193 Lane group cap. 185 964 439 185 978 866 790 1201 790 1225 384 !V/c ratio 0.11 0.21 0.09 0.52 0.69 0.17 0.86 0.52 0.50 0.90 0.50 !Green ratio 0.10 0.28 0.28 0.10 0.28 0.54 0.23 0.24 0.23 0.24 0.24 Unif. delay d1 59.0 40.3 38.9 61.6 46.9 16.5 53.8 47.7 48.8 53.3 47.5 Delay factor k 0.11 0.11 0.11 0.13 0.26 0.11 0.39 0.13 0.11 0.42 0.11 lncrem. delay d2 0.3 0.1 0.1 2.7 2.0 0.1 9.5 0.4 0.5 9.3 1.1 PF factor 0.923 0.746 0.746 0.923 0.746 0.202 0.804 0.788 0.804 0.788 0.788 Control delay 54.7 30.2 29.1 59.6 37.0 3.4 52.7 38.0 39.8 51.3 38.5 Lane group LOS D c c E D A D D D 0 0 jApprch. delay 32.0 34.1 45.6 47.1 jApproach LOS c c D D lntersec. delay 42.9 Intersection LOS D HCS20oo™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k238.tmp 2/22/2010 Short Report SHORT REPORT General Information Site Information !Analyst USA/ Intersection EL CAMINO REAL@ FARADAY AVENUE !Agency or Co. USA/ !Area Type All other areas Date Performed 02/22/10 ifime Period PM PEAK Jurisdiction CARLSBAD !Analysis Year NEAR-TERM NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 2 1 1 2 1 2 3 0 2 3 1 Lane group L TR R L T R L TR L T R !Yolume (vph) 127 682 641 187 239 330 132 1169 85 217 731 17 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated J.PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 65 5 0 0 5 0 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left SB Only Thru & RT 08 Timing G = 20.0 G = 40.0 G= G= G = 13.0 G = 5.0 G = 40.0 G= Y= 5 y = 6 Y= Y= y = 5 Y= 6 y = 6 Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 146.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 134 930 394 197 252 347 139 1320 228 769 18 Lane group cap. 245 939 436 245 972 751 309 1376 547 1772 555 v/c ratio 0.55 0.99 0.90 0.80 0.26 0.46 0.45 0.96 0.42 0.43 0.03 Green ratio 0.14 0.27 0.27 0.14 0.27 0.47 0.09 0.27 0.16 0.35 0.35 Unit. delay d1 58.8 52.8 51.1 61.1 41.4 26.0 63.1 52.2 55.5 36.4 31 .3 Delay factor k 0.15 0.49 0.42 0.35 0.11 0.11 0.11 0.47 0.11 0.11 0.11 lncrem. delay d2 2.6 26.9 21 .9 17.5 0.1 0.5 1.0 15.6 0.5 0.2 0.0 PF factor 0.894 0.748 0.748 0.894 0.748 0.403 0.935 0.748 0.875 0.642 0.642 Control delay 55.1 66.5 60.1 72.1 31.1 10.9 60.0 54.7 49.1 23.6 20.1 Lane group LOS E E E E c B E D D c c Apprch. delay 63.7 32.5 55.2 29.2 Approach LOS E c E c lntersec. delay 48.4 Intersection LOS D HCS200o™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k244.tmp 2/22/2010 Short Report Page 1 of 1 '\~~ \r~~ ~~ SHORT REPORT General Information Site Information Intersection EL CAMINO REAL@ J\.nalyst USAf FARADAY A VENUE Agency or Co. USA/ ~rea Type All other areas Date Performed 02122110 Jurisdiction CARLSBAD Time Period PM PEAK Analysis Year NEAR-TERM WITH PROJECT Volume and Timing ln_put EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 2 1 1 2 1 2 3 0 2 3 1 Lane group L TR R L T R L TR L T R Volume (vph) 127 682 656 197 239 330 147 1219 95 217 780 17 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 65 5 0 0 5 0 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left SB OnlY_ Thru & RT 08 Timing G = 20.0 G = 40.0 G= G= G = 13.0 G = 5.0 G = 40.0 G= Y= 5 Y= 6 Y= Y= y = 5 y = 6 Y= 6 Y= Duration of Analysis (hrs = 0.25 ~cle Length C = 146.0 Lane Group Capacity_, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 134 936 404 207 252 347 155 1383 228 821 18 Lane group cap. 245 939 436 245 972 751 309 1376 547 1772 555 i'flc ratio 0.55 1.00 0.93 0.84 0.26 0.46 0.50 1.01 0.42 0.46 0.03 Green ratio 0.14 0.27 0.27 0.14 0.27 0.47 0.09 0.27 0.16 0.35 0.35 Unif. delay d1 58.8 52.9 51.6 61 .5 41.4 26.0 63.4 53.0 55.5 36.9 31.3 Delay factor k 0.15 0.50 0.44 0.38 0.11 0.11 0.11 0.50 0.11 0.11 0.11 lncrem. delay d2 2.6 28.5 25.9 22.9 0.1 0.5 1.3 25.5 0.5 0.2 0.0 PF factor 0.894 0.748 0.748 0.894 0.748 0.403 0.935 0.748 0.875 0.642 0.642 Control delay 55.1 68.2 64.5 77.8 31.1 10.9 60.6 65.2 49.1 23.9 20.1 Lane group LOS E E E E c B E E 0 c c IApprch. delay 66.0 34.4 64.7 29.2 !Approach LOS E c E c I ntersec. delay 52.3 Intersection LOS 0 HCS2000™ Copyright © 2000 University of Florida, All Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k250.tmp 2/22/2010 Short Report SHORT REPORT General Information Site Information fA.nalyst USA/ Intersection EL CAMINO REAL@ TOWN fA.gency or Co. USA/ GARDENCT Date Performed 02122110 Area Type All other areas rrime Period AM PEAK ~urisdiction CARLSBAD !Analysis Year NEAR-TERM NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 0 1 1 1 1 0 1 3 1 1 3 1 Lane group LT R L TR L T R L T R rvolume (vph) 42 4 39 73 13 32 175 1021 83 61 809 96 %Heavy veh 1 1 1 1 1 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ~ctuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. Qreen 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 3 3 3 3 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 PhasinQ Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 Timing G = 18.0 G = 26.0 G = G= G = 20.0 G = 50.0 G= G= Y= 5 y = 5 Y= Y = y = 5 Y = 6 Y= Y = Duration of Analysis (hrs = 0.25 Cycle Length C = 135.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 48 41 77 48 184 1075 87 64 852 101 Lane group cap. 346 306 238 322 265 1879 589 265 1879 589 v/c ratio 0.14 0.13 0.32 0.15 0.69 0.57 0.15 0.24 0.45 0.17 Green ratio 0.19 0.19 0.13 0.19 0.15 0.37 0.37 0.15 0.37 0.37 Unif. delay d1 45.2 45.2 53.0 45.3 54.6 34.0 28.3 50.8 32.2 28.6 Delay factor k 0.11 0.11 0.11 0.11 0.26 0.17 0.11 0.11 0.11 0.1 1 lncrem. delay d2 0.2 0.2 0.8 0.2 7.6 0.4 0.1 0.5 0.2 0.1 PF factor 1.000 1.000 1.000 1.000 0.884 0.608 0.608 0.884 0.608 0.608 Control delay 45.4 45.4 53.8 45.5 55.9 21.1 17.3 45.4 19.7 17.5 Lane group LOS D D D D E c B D B B fA.pprch. delay 45.4 50.6 25.6 21.1 fA.pproach LOS D D c c lntersec. delay 25.7 Intersection LOS c HCS2000™ Copyright 0 2000 University of Florida. All Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k25C.tmp 2/22/2010 Short Report SHORT REPORT General Information Site Information Intersection EL CAMINO REAL@ TOWN !Analyst USA/ GARDENCT !Agency or Co. USA/ {\rea Type All other areas Date Performed 02122110 Jurisdiction CARLSBAD lfime Period AM PEAK Analysis Year NEAR-TERM WITH PROJECT Volume and Timin_g ln_put EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 0 1 1 1 1 0 1 3 1 1 3 1 Lane group LT R L TR L T R L T R ~olume (vph) 42 4 39 73 13 44 175 1154 83 108 908 96 %Heavy veh 1 1 1 1 1 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ~ctuated {PIAl A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ~rrival type 3 3 3 3 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasinq Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 Timing G = 18.0 G = 26.0 G= G= G = 20.0 G = 50.0 G= G= y = 5 Y= 5 Y= Y= y = 5 Y= 6 Y= Y= Duration of Analysis (hrs = 0.25 Cy_cle Length C = 135.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB !Adj. flow rate 48 41 77 60 184 1215 87 114 956 101 Lane group cap. 346 306 238 319 265 1879 589 265 1879 589 !vic ratio 0.14 0.13 0.32 0.19 0.69 0.65 0.15 0.43 0.51 0.17 Green ratio 0.19 0.19 0.13 0.19 0.15 0.37 0.37 0.15 0.37 0.37 Unif. delay d1 45.2 45.2 53.0 45.7 54.6 35.2 28.3 52.3 33.0 28.6 Delay factor k 0.11 0.11 0.11 0.11 0.26 0.22 0.11 0.11 0.12 0.11 lncrem. delay d2 0.2 0.2 0.8 0.3 7.6 0.8 0.1 1. 1 0.2 0.1 PF factor 1.000 1.000 1.000 1.000 0.884 0.608 0.608 0.884 0.608 0.608 Control delay 45.4 45.4 53.8 45.9 55.9 22.2 17.3 47.4 20.3 17.5 Lane group LOS D D D D E c B D c 8 IApprch. delay 45.4 50.3 26.1 22.7 !Approach LOS D D c c lntersec. delay 26.4 Intersection LOS c HCS2000TM Copyright 0 2000 University of Florida, All Rights Reserved Version 4 .If file://C :\Documents and Settings\skab. USAI\Local Settings\ Temp\s2k219. tmp 2/24/2010 Short Report SHORT REPORT General Information Site Information Analyst USA/ Intersection EL CAMINO REAL@ TOWN GARDENCT Agency or Co. USA/ !Area Type All other areas Date Performed 02122/10 ~urisdiction CARLSBAD Time Period PM PEAK !Analysis Year NEAR-TERM NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 0 1 1 1 1 0 1 3 1 1 3 1 Lane group LT R L TR L T R L T R Volume (vph) 130 5 11 146 7 24 65 1006 87 163 1295 51 %Heavy veh 1 1 1 1 1 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 3 3 3 3 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 Timing G = 18.0 G = 26.0 G= G = G = 20.0 G = 50.0 G = G= y = 5 y = 5 Y = Y = Y = 5 y = 6 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 135.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 142 12 154 32 68 1059 92 172 1363 54 Lane group cap. 346 306 238 318 265 1879 589 265 1879 589 v/c ratio 0.41 0.04 0.65 0.10 0.26 0.56 0.16 0.65 0.73 0.09 Green ratio 0.19 0.19 0.13 0.19 0.15 0.37 0.37 0.15 0.37 0.37 Unif. delay d 1 47.8 44.3 55.5 44.9 50.9 33.8 28.4 54.2 36.6 27.7 Delay factor k 0.11 0.11 0.22 0.11 0.11 0.16 0.11 0.23 0.29 0.11 lncrem. delay d2 0.8 0.1 6.0 0.1 0.5 0.4 0.1 5.5 1.4 0.1 PF factor 1.000 1.000 1.000 1.000 0.884 0.608 0.608 0.884 0.608 0.608 Control delay 48.6 44.4 61.5 45.0 45.5 21.0 17.4 53.4 23.7 16.9 Lane group LOS 0 0 E 0 0 c 8 0 c 8 Apprch. delay 48.2 58.7 22.1 26.7 Approach LOS 0 E c c lntersec. delay 27.8 Intersection LOS c HCS2000TM Copyright 0 2000 University of Florida, All Rights Reserved Version 4.lf file:/ /C: \Documents and Settings\skab. USAI\Local Settings\ Temp\s2k2 7 4. tmp 2/22/2010 Short Report Page 1 of I _,Q ,, "\ ~~ SHORT REPORT General Information Site Information ~nalyst Intersection EL CAMINO REAL@ TOWN USA/ GARDENCT fA.gency or Co. USA/ !Area Type All other areas Date Performed 02122110 Jurisdiction CARLSBAD Time Period PM PEAK Analysis Year NEAR-TERM WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 0 1 1 1 1 0 1 3 1 1 3 1 Lane group LT R L TR L T R L T R ~olume _(vp_hj 130 5 11 146 7 39 65 1161 87 243 1449 51 %Heavy veh 1 1 1 1 1 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ~ctuated (P/Aj A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Asrival_tyR_e 3 3 3 3 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 Timing G = 18.0 G = 26.0 G= G= G = 20.0 G = 50.0 G= G= Y= 5 y = 5 Y= Y= Y= 5 Y= 6 Y= Y= Duration of Analysis (hrs) = 0.25 Cycle Length C = 135.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 142 12 154 48 68 1222 92 256 1525 54 Lane group cap. 346 306 238 314 265 1879 589 265 1879 589 v/c ratio 0.41 0.04 0.65 0.15 0.26 0.65 0.16 0.97 0.81 0.09 Green ratio 0.19 0.19 0.13 0.19 0.15 0.37 0.37 0.15 0.37 0.37 Unit. delay d1 47.8 44.3 55.5 45.3 50.9 35.2 28.4 57.2 38.3 27.7 Delay factor k 0.11 0.11 0.22 0.11 0.11 0.23 0.11 0.47 0.35 0.11 lncrem. delay d2 0.8 0.1 6.0 0.2 0.5 0.8 0.1 45.8 2.8 0.1 PF factor 1.000 1.000 1.000 1.000 0.884 0.608 0.608 0.884 0.608 0.608 Control delay 48.6 44.4 61 .5 45.6 45.5 22.2 17.4 96.3 26.1 16.9 Lane group LOS D D E 0 D c a F c a [Apprch. delay 48.2 57.7 23.1 35.6 [Approach LOS 0 E c 0 fntersec. delay 32.5 Intersection LOS c HCS2000™ Copyright 0 2000 University of FJQrida. All Rights Reserved Version 4.1f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k225.tmp 2/24/2010 Short Report Page 1 of 1 SHORT REPORT General Information Site Information !Analyst USA/ Intersection EL CAMINO REAL@ GAMIN jAgency or Co. USA/ VIDA ROB ~rea Type All other areas Date Performed 02122110 rrime Period AM PEAK Jurisdiction CARLSBAD Analysis Year NEAR-TERM NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 1 1 0 1 0 2 2 0 1 3 0 Lane group L LTR R LTR L TR L TR !Volume (vph) 37 2 52 1 1 1 324 1205 1 15 702 214 %Heavy veh 1 1 1 1 1 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 3 3 3 3 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing EB Only WB Only 03 04 Excl. Left Thru & RT 07 08 Timing G = 20.0 G = 16.0 G= G= G = 18.0 G = 65.0 G= G= Y = 5 Y = 5 Y= Y= Y= 5 Y= 6 Y= Y = Duration of Analysis (hrs = 0. 25 Cycle Length C = 140.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB IAdj. flow rate 39 24 33 3 341 1269 16 964 Lane group cap. 255 230 429 201 446 1646 230 2277 ~lc ratio 0.15 0.10 0.08 0.01 0.76 0.77 0.07 0.42 Green ratio 0.14 0.14 0.27 0.11 0.13 0.46 0.13 0.46 Unit. delay d1 52.6 52.2 37.9 55.0 59.0 31.3 53.6 25.0 Delay factor k 0.11 0.11 0.11 0.11 0.32 0.32 0.11 0.11 lncrem. delay d2 0.3 0.2 0.1 0.0 7.7 2.3 0.1 0.1 PF factor 1.000 1.000 1.000 1.000 0.902 0.422 0.902 0.422 Control delay 52.9 52.4 38.0 55.0 60.9 15.5 48.5 10.7 Lane group LOS D D D E E B D B Apprch. delay 47.6 55.0 25.1 11.3 Approach LOS D E c B tntersec. delay 20.9 Intersection LOS c HCS2000™ Copyright <0 2000 University of Florida, All Rights Reserved Version 4.lf file://C :\Documents and Settings\skab.USAI\Local Settings\ Temp\s2k28C.tmp 2/22/2010 Short Report SHORT REPORT General Information Site Information Page 1 of 1 \b(--~ -~ ~~ Intersection EL CAMINO REAL@ GAMIN Analyst USAf VIDA ROB Agency or Co. USA/ !Area Type All other areas Date Performed 02/22110 Jurisdiction CARLSBAD Time Period AM PEAK Analysis Year NEAR-TERM WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 1 1 0 1 0 2 2 0 1 3 0 Lane group L LTR R LTR L TR L TR Volume (vph) 41 2 52 1 1 1 324 1374 1 15 860 217 % Hea'{Y_ veh 1 1 1 1 1 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A A Startu_p_lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 3 3 3 3 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing EB Only WB Only 03 04 Excl. Left Thru & RT 07 08 Timing G = 20.0 G = 16.0 G= G= G = 18.0 G = 65.0 G= G= y = 5 Y= 5 Y= Y = Y= 5 y = 6 Y = Y= Duration of Analysis {hrs = 0.25 Cycle Length C = 140.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 43 24 33 3 341 1447 16 1133 Lane group cap. 255 230 429 201 446 1646 230 2288 jv/c ratio 0.17 0.10 0.08 0.01 0.76 0.88 0.07 0.50 Green ratio 0.14 0.14 0.27 0.11 0.13 0.46 0.13 0.46 Unif. delay d1 52.7 52.2 37.9 55.0 59.0 33.9 53.6 26.1 Delay factor k 0.11 0.11 0.11 0.11 0.32 0.41 0.11 0.11 lncrem. delay d2 0.3 0.2 0.1 0.0 7.7 5.8 0.1 0.2 PF factor 1.000 1.000 1.000 1.000 0.902 0.422 0.902 0.422 Control delay 53.0 52.4 38.0 55.0 60.9 20.2 48.5 11.2 Lane group LOS D D D E E c D B jApprch. delay 47.9 55.0 27.9 11.7 !Approach LOS D E c B lntersec. delay 22.5 Intersection LOS c HCS20no™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k23 l .tmp 2/24/2010 Page 1 of 1 ,~~ ~Q Short Report SHORT REPORT ~enerallnformation Site Information ~nalyst USA! Intersection EL CAMINO REAL@ GAMIN VIDA ROB ~gency or Co. USA/ ~rea Type All other areas Date Performed 02122110 !Time Period PM PEAK Jurisdiction CARLSBAD ~nalysis Year NEAR-TERM NO PROJECT Volume and Timing lnQut EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 1 1 0 1 0 2 2 0 1 3 0 Lane group L LTR R LTR L TR L TR 1\/olume (vph} 190 2 409 2 1 3 81 997 3 24 1554 40 %Heavy veh 1 1 1 1 1 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ~ctuated (PIA} A A A A A A A A A A A A §tartup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 lArrival type 3 3 3 3 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing_ EB Only_ WB Only_ 03 04 Excl. Left Thru & RT 07 08 Timing G = 25.0 G = 16.0 G= G= G = 13.0 G = 65.0 G= G= Y= 5 Y= 5 Y -= Y= Y= 5 Y= 6 Y= y:::. Duration of Analysis _(hrs = 0.25 C_y_cle Length C = 140.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB lAdj. flow rate 200 174 259 6 85 1052 25 1678 Lane group cap. 319 284 430 196 322 1646 166 2347 v/c ratio 0.63 0.61 0.60 0.03 0.26 0.64 0.15 0.71 Green ratio 0.18 0.18 0.27 0.11 0.09 0.46 0.09 0.46 Unif. delay d 1 53.2 53.0 44.4 55.1 59.1 28.6 58.4 30.1 Delay factor k 0.21 0.20 0.19 0.11 0.11 0.22 0.11 0.28 I ncrem. delay d2 3.9 3.9 2.4 0.1 0.4 0.8 0.4 1.1 PF factor 1.000 1.000 1.000 1.000 0.932 0.422 0.932 0.422 Control delay 57.1 56.9 46.8 55.2 55.5 12.9 54.9 13.8 Lane group LOS E E D E E B D B Apprch. delay 52.8 55.2 16.1 14.4 ~pproach LOS D E B B lntersec. delay 22.0 Intersection LOS c HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k2A4.tmp 2/22/2010 Short Report Page 1 of 1 SHORT REPORT General Information Site Information Intersection EL CAMINO REAL@ GAMIN !Analyst USA/ VIDA ROB !Agency or Co. USA/ ~rea Type All other areas Date Performed 02122110 Jurisdiction CARLSBAD !Time Period PM PEAK fA.nalysis Year NEAR-TERM WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 1 1 0 1 0 2 2 0 1 3 0 Lane group L LTR R LTR L TR L TR rvotume (vph) 195 2 409 2 1 3 81 1147 3 24 1712 45 % Heavy_ veh 1 1 1 1 1 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (PIA) A A A A A A A A A A A A StartuQ_ lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eft. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 [6rrival type 3 3 3 3 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing EB Only WB Only 03 04 Excl. Left Thru & RT 07 08 Timing G = 25.0 G = 16.0 G= G= G = 13.0 G = 65.0 G= G= y = 5 Y= 5 Y= Y= y = 5 Y = 6 Y = Y= Duration of Analysis (hrs = 0. 25 !Cycle Length C = 140.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB fA,dj. flow rate 205 174 259 6 85 1210 25 1849 Lane group cap. 319 284 430 196 322 1646 166 2347 v/c ratio 0.64 0.61 0.60 0.03 0.26 0.74 0.15 0. 79 Green ratio 0.18 0.18 0.27 0.11 0.09 0.46 0.09 0.46 Unit. delay d 1 53.4 53.0 44.4 55.1 59.1 30.5 58.4 31.7 Delay factor k 0.22 0.20 0.19 0.11 0.11 0.29 0.11 0.33 lncrem. delay d2 4.4 3.9 2.4 0.1 0.4 1.8 0.4 1.9 PF factor 1.000 1.000 1.000 1.000 0.932 0.422 0.932 0.422 Control delay 57.7 56.9 46.8 55.2 55.5 14.6 54.9 15.2 Lane group LOS E E D E E B D B fA.pprch. delay 53.1 55.2 17.3 15.8 fA.pproach LOS D E B B lntersec. delay 22.6 Intersection LOS c HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k23E.tmp 2/24/2010 Short Report Page 1 of 1 SHORT REPORT General Information Site Information Analyst USA/ Intersection EL CAMINO REAL@ POINSETTIA LAN Agency or Co. USA/ Area Type All other areas Date Performed 02/22110 Time Period AM PEAK Jurisdiction CARLSBAD lt\nalysis Year NEAR-TERM NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH Num. of Lanes 2 2 0 2 2 0 2 3 1 2 2 Lane group L TR L TR L T R L T !Volume (vph) 30 3 9 270 4 221 12 1205 119 55 702 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (P/A) A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 Parking/hr Bus stopslhr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasir)g Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 !Timing G = 15.0 G = 15.0 G= G= G = 15.0 G = 65.0 G= G= Y = 5 Y= 6 Y= Y= y = 5 Y= 6 Y= Y= Duration of Analysis (h rs = 0.25 Cycle Length C = 132.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 32 12 284 237 13 1268 125 58 739 Lane group cap. 394 357 394 342 394 2499 785 394 1747 iV/c ratio 0.08 0.03 0.72 0.69 0.03 0.51 0.16 0.15 0.42 Green ratio 0.11 0.11 0.11 0.11 0.11 0.49 0.49 0.11 0.49 Unif. delay d1 52.3 52.1 56.5 56.3 52.0 22.7 18.5 52.7 21.5 Delay factor k 0.11 0.11 0.28 0.26 0.11 0.12 0.11 0.11 0.11 lncrem. delay d2 0.1 0.0 6.3 5.9 0.0 0.2 0.1 0.2 0.2 PF factor 0.915 0.915 0.915 0.915 0.915 0.353 0.353 0.915 0.353 Control delay 48.0 47.6 58.0 57.4 47.6 8.2 6.6 48.4 7.8 Lane group LOS D D E E D A A D A jApprch. delay 47.9 57.7 8.4 10.6 !Approach LOS D E A B lntersec. delay 18.9 Intersection LOS B HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved RT 1 R 17 1 0.95 A 2.0 2.0 5 3.0 0 12.0 N 0 3.0 08 18 785 0.02 0.49 17.2 0.11 0.0 0.353 6.1 A \'i'~ p\ r-l9 Version 4.lf file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k2BC.tmp 2/22/2010 Short Report Page 1 of 1 SHORT REPORT General Information !Site Information I nte rsectio n EL CAMINO REAL@ \ s-/~ ~\ wq Analyst USA/ POINSETTIA LAN Agency or Co. USA I !Area Type All other areas Date Performed 02122110 Jurisdiction CARLSBAD Time Period AM PEAK !Analysis Year NEAR-TERM WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 2 0 2 2 0 2 3 1 2 2 1 Lane group L TR L TR L T R L T R !Volume (vph) 53 3 9 270 4 244 12 1277 119 72 758 34 % Hea\ly' veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 16_ctuated (P/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 IA!rival ty_2_e 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 lfiming G = 15.0 G = 15.0 G= G= G = 15.0 G = 65.0 G= G = Y= 5 Y= 6 Y= Y= Y= 5 Y= 6 Y= Y= Duration of Analysis (hrs) = 0.25 Cycle Length C = 132.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB ~dj. flow rate 56 12 284 261 13 1344 125 76 798 36 Lane group cap. 394 357 394 342 394 2499 785 394 1747 785 v/c ratio 0.14 0.03 0.72 0.76 0.03 0.54 0.16 0.19 0.46 0.05 Green ratio 0.11 0.11 0.11 0.11 0.11 0.49 0.49 0.11 0.49 0.49 Unif. delay d1 52.7 52.1 56.5 56.8 52.0 23.1 18.5 53.0 21.9 17.4 Delay factor k 0.11 0.11 0.28 0.32 0.11 0.14 0.11 0.11 0.11 0.11 lncrem. delay d2 0.2 0.0 6.3 9.8 0.0 0.2 0.1 0.2 0.2 0.0 PF factor 0.915 0.915 0.915 0.915 0.915 0.353 0.353 0.915 0.353 0.353 Control delay 48.4 47.6 58.0 61.7 47.6 8.4 6.6 48.7 7.9 6.2 Lane group LOS D D E E D A A D A A Apprch. delay 48.2 59.8 8.6 11.3 Approach LOS D E A 8 lntersec. delay 19.6 Intersection LOS 8 HCS2000™ Copyright 10 2000 University of Florida, All Rights Reserved Version 4.lf file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k2C8.tmp 2/22/2010 Short Report Page 1 of 1 SHORT REPORT General Information Site Information Analyst USA/ Intersection EL CAMINO REAL@ POINSETTIA LAN Agency or Co. USA/ ~rea Type All other areas Date Performed 02122110 Wu risdiction CARLSBAD Time Period PM PEAK ~nalysis Year NEAR-TERM NO PROJECT Volume and Timing_ Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH Num. of Lanes 2 2 0 2 2 0 2 3 1 2 2 Lane group L TR L TR L T R L T !Volume (vph) 21 4 7 196 9 78 20 918 278 178 1616 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (PIA) A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 rriming G = 15.0 G = 15.0 G= G = G = 15.0 G = 65.0 G= G= Y= 5 y = 6 Y= Y = Y= 5 y = 6 Y = Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 132.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB ~dj . flow rate 22 11 206 91 21 966 293 187 1701 Lane group cap. 394 364 394 348 394 2499 785 394 1747 v/c ratio 0.06 0.03 0.52 0.26 0.05 0.39 0.37 0.47 0.97 Green ratio 0.11 0.11 0.11 0.11 0.11 0.49 0.49 0.11 0.49 Unif. delay d 1 52.2 52.0 55.1 53.4 52.2 21.0 20.8 54.8 32.7 Delay factor k 0.11 0.11 0.13 0.1 1 0.11 0.11 0.11 0.11 0.48 lncrem. delay d2 0.1 0.0 1.3 0.4 0.1 0.1 0.3 0.9 15.7 PF factor 0.915 0.915 0.915 0.915 0.915 0.353 0.353 0.915 0.353 Control delay 47.8 47.6 51.7 49.3 47.8 7.5 7.7 51.0 27.2 Lane group LOS D D D D D A A D c Apprch. delay 47.7 50.9 8.2 29.2 Approach LOS D D A c lntersec. delay 23.6 Intersection LOS c HCS2000TM Copyright 0 2000 University of Florida, All Rights Reserved L.r-/l \..J ~ p tJ9 RT 1 R 28 1 0.95 A 2.0 2.0 5 3.0 0 12.0 N 0 3.0 08 29 785 0.04 0.49 17.3 0.11 0.0 0.353 6.1 A Version 4.1 f file:/ /C:\Documents and Settings\skab. USAI\Local Settings\ Temp\s2k2D5 . tmp 2/22/2010 Short Report SHORT REPORT General Information Site Information Analyst Intersection EL CAMINO REAL@ USAf POINSETTIA LAN Agency or Co. USAf !Area Type All other areas Date Performed 02122110 Jurisdiction CARLSBAD Time Period PM PEAK !Analysis Year NEAR-TERM WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 2 0 2 2 0 2 3 1 2 2 1 Lane group L TR L TR L T R L T R Volume (vph) 50 4 7 196 9 107 20 1010 278 208 1710 58 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 Timing G = 15.0 G = 15.0 G= G= G = 15.0 G = 65.0 G= G= Y= 5 Y= 6 Y= Y= Y= 5 y = 6 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 132.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 53 11 206 122 21 1063 293 219 1800 61 Lane group cap. 394 364 394 346 394 2499 785 394 1747 785 v/c ratio 0.13 0.03 0.52 0.35 0.05 0.43 0.37 0.56 1.03 0.08 Green ratio 0.11 0.11 0.11 0.11 0.11 0.49 0.49 0.11 0.49 0.49 Unit. delay d1 52.7 52.0 55.1 54.0 52.2 21.5 20.8 55.3 33.5 17.7 Delay factor k 0.11 0.11 0.13 0.11 0.11 0.11 0.11 0.15 0.50 0.11 lncrem. delay d2 0.2 0.0 1.3 0.6 0.1 0.1 0.3 1. 7 29.7 0.0 PF factor 0.915 0.915 0.915 0.915 0.915 0.353 0.353 0.915 0.353 0.353 Control delay 48.3 47.6 51.7 50.0 47.8 7.7 7.7 52.4 41 .6 6.3 Lane group LOS D D D D D A A D D A Apprch. delay 48.2 51.1 8.3 41 .7 Approach LOS D D A D lntersec. delay 30.6 Intersection LOS c HCS200oTM Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k2El.tmp 2/22/2010 Short Report SHORT REPORT General Information Site Information f.nalyst USA/ Intersection EL CAMINO REAL@ ALGA RD. Agency or Co. USA/ Area Type All other areas Date Performed 02122110 ~ime Period AM PEAK Jurisdiction CARLSBAD Analysis Year NEAR-TERM NO PROJECT Volume and Timing_ lnp_ut EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 2 1 2 2 0 2 3 1 2 3 0 Lane group L T R L TR L T R L TR Yolume {_vphj 106 122 245 814 420 128 250 1034 244 61 760 70 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 71 5 0 0 5 0 42 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 Timing G = 34.0 G = 25.0 G= G= G = 20.0 G = 38.0 G= G= Y= 5 Y= 6 Y= Y= y = 5 Y= 6 y=:. Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 139.0 Lane Group Capacity, Control Dela~, and LOS Determination EB WB NB SB Adj. flow rate 112 128 258 857 502 263 1088 257 64 829 Lane group cap. 849 638 582 849 627 499 1387 892 499 1380 v/c ratio 0.13 0.20 0.44 1.01 0.80 0.53 0.78 0.29 0.13 0.60 !Green ratio 0.24 0.18 0.37 0.24 0.18 0.14 0.27 0.56 0.14 0.27 Unif. delay d1 41 .0 48.5 33.3 52.5 54.6 55.1 46.7 16.0 51.9 43.9 Delay factor k 0.11 0.11 0.11 0.50 0.34 0.13 0.33 0.11 0.11 0.19 lncrem. delay d2 0.1 0.2 0.5 33.2 7.3 1.0 3.0 0.2 0.1 0.7 PF factor 0.784 0.854 0.614 0.784 0.854 0.888 0.749 0.148 0.888 0.749 Control delay 32.2 41.6 21.0 74.4 54.0 50.0 38.0 2.5 46.2 33.6 Lane group LOS c D c E D D D A D c iA.pprch. delay 28.8 66.8 34.3 34.5 !Approach LOS c E c c lntersec. delay 43.9 Intersection LOS D HCS2000™ Copyright 0 2000 University of Florida. All Rights Reserved Version 4.lf file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k2ED.trnp 2/22/2010 Page 1 of 1 ~ ,~,..,- !\ Short Report SHORT REPORT \Y~ General Information Site Information Intersection EL CAMINO REAL@ ALGA Analyst USAf RD. f.gency or Co. USA/ ~rea Type All other areas Date Performed 02122/10 Jurisdiction CARLSBAD jT"ime Period AM PEAK ~nalysis Year NEAR-TERM WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 2 1 2 2 0 2 3 1 2 3 0 Lane group L T R L TR L T R L TR Volume (vph) 128 122 245 814 420 145 250 1072 244 66 790 84 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ~ctuated (PIAl A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival tyQ_e 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 71 5 0 0 5 0 42 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing_ Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 Timing G = 34.0 G = 25.0 G= G= G = 20.0 G = 38.0 G= G = Y= 5 Y = 6 Y= Y= Y= 5 y = 6 Y= Y= Duration of Analysis (hrs) = 0.25 Cycle Length C = 139.0 Lane Group Capacity, Control Delal, and LOS Determination EB WB NB SB lA.dj. flow rate 135 128 258 857 520 263 1128 257 69 876 Lane group cap. 849 638 582 849 624 499 1387 892 499 1377 v/c ratio 0.16 0.20 0.44 1.01 0.83 0.53 0.81 0.29 0.14 0.64 Green ratio 0.24 0.18 0.37 0.24 0.18 0.14 0.27 0.56 0.14 0.27 Unif. delay d 1 41.3 48.5 33.3 52.5 55.0 55.1 47.2 16.0 52.0 44.4 Delay factor k 0.11 0.11 0.11 0.50 0.37 0.13 0.35 0.11 0.11 0.22 lncrem. delay d2 0.1 0.2 0.5 33.2 9.5 1.0 3.8 0.2 0.1 1.0 PF factor 0.784 0.854 0.614 0.784 0.854 0.888 0.749 0.148 0.888 0.749 Control delay 32.4 41.6 21.0 74.4 56.4 50.0 39.2 2.5 46.3 34.3 Lane group LOS c D c E E D D A D c Apprch. delay 29.0 67.6 35.2 35.1 Approach LOS c E D D lntersec. delay 44.4 Intersection LOS D HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\ Temp\s2k24A.tmp 2/24/2010 Short Report SHORT REPORT General Information Site Information !Analyst USAf Intersection EL CAMINO REAL@ ALGA RD. jAgency or Co. USA/ !Area Type All other areas Date Performed 02/22110 [Time Period PM PEAK Jurisdiction CARLSBAD !Analysis Year NEAR-TERM NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 2 1 2 2 0 2 3 1 2 3 0 Lane group L T R L TR L T R L TR ['{_otume _{vphl 109 343 354 345 300 85 510 965 672 193 1268 126 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated {PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff._g_reen 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ~rrival type 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Exct. Left Thru & RT 07 08 [Timing G = 19.0 G = 27.0 G= G= G = 26.0 G = 48.0 G= G= y = 5 Y= 6 Y= Y= Y= 5 Y= 6 Y= Y = Duration of Analysis (hrs = 0.25 Cycle Length C = 142.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB jAdj. flow rate 115 361 373 363 405 537 1016 707 203 1468 Lane group cap. 464 674 659 464 652 636 1715 822 636 1694 ~/c ratio 0.25 0.54 0.57 0.78 0.62 0.84 0.59 0.86 0.32 0.87 ~reen ratio 0.13 0.19 0.42 0.13 0.19 0.18 0.34 0.51 0.18 0.34 Unif. delay d1 55.1 51 .8 31.7 59.5 52.8 56.0 38.9 30.1 50.3 44.0 Delay factor k 0.11 0.14 0.16 0.33 0.20 0.38 0.18 0.39 0.11 0.40 lncrem. delay d2 0.3 0.8 1.1 8.5 1.8 10.2 0.6 9.2 0.3 5.0 PF factor 0.897 0.843 0.526 0.897 0.843 0.851 0.660 0.295 0.851 0.660 Control delay 49.7 44.6 17.8 61.8 46.4 57.8 26.2 18.0 43.1 34.1 Lane group LOS D D 8 E D E c B D c f\pprch. delay 33.5 53.7 31.2 35.2 ~pproach LOS c D c D lntersec. delay 35.8 Intersection LOS D HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\ Temp\s2k3 OF .tmp 2/22/2010 Short Report SHORT REPORT General Information Site Information Intersection EL CAMINO REAL@ ALGA ~nalyst USA/ RD. ~gency or Co. USA/ !Area Type All other areas Date Performed 02122110 Wurisdiction CARLSBAD Time Period PM PEAK ~nalysis Year NEAR-TERM WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 2 1 2 2 0 2 3 1 2 3 0 Lane group L T R L TR L T R L TR ~olume (vph) 134 343 354 345 300 105 510 1012 672 213 1317 151 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ~ctuated jP/Al A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ~rival !Y_pe 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 lfiming G = 19.0 G = 27.0 G= G= G = 26.0 G = 48.0 G= G = y = 5 y = 6 Y= Y= y = 5 y = 6 Y= Y= Duration of Analysis (hrs) = 0.25 Cycle Length C = 142.0 Lane Group_ Ca_Q_aci~ Control Delaj , and LOS Determination EB WB NB SB fA,dj. flow rate 141 361 373 363 427 537 1065 707 224 1545 Lane group cap. 464 674 659 464 648 636 1715 822 636 1690 v/c ratio 0.30 0.54 0.57 0.78 0.66 0.84 0.62 0.86 0.35 0.91 Green ratio 0.13 0.19 0.42 0.13 0.19 0.18 0.34 0.51 0.18 0.34 Unit. delay d1 55.5 51 .8 31.7 59.5 53.2 56.0 39.4 30.1 50.6 45.0 Delay factor k 0.11 0.14 0.16 0.33 0.23 0.38 0.20 0.39 0.11 0.43 lncrem. delay d2 0.4 0.8 1.1 8.5 2.5 10.2 0.7 9.2 0.3 8.1 PF factor 0.897 0.843 0.526 0.897 0.843 0.851 0.660 0.295 0.851 0.660 Control delay 50.2 44.6 17.8 61 .8 47.4 57.8 26.7 18.0 43.4 37.8 Lane group LOS D D 8 E D E c 8 D D lt\pprch. delay 34.1 54.0 31.3 38.5 ~pproach LOS c D c D lntersec. delay 37.1 Intersection LOS D HCS2000™ Copyright C> 2000 University of Florida, All Rights Reserved Version 4.lf file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k31B.tmp 2/22/2010 Page 1 of 1 .J ... A tA tJ Q_ \1) -, ~·\ Short Report SHORT REPORT General Information Site Information Intersection PALOMAR AIRPORT !Analyst USA/ RD./NORTH DRIV !Agency or Co. USA/ ~rea Type All other areas Date Performed 02122110 Jurisdiction CARLSBAD lfime Period AM PEAK ~nalysis Year NEAR-TERM WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 0 3 1 1 3 0 1 0 1 0 0 0 Lane group T R L T L R [Volume (vgh) 1188 173 139 1622 128 100 %Heavy veh 2 1 1 2 1 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 [Actuated (PIAl A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 ~rival !Y_r.)e 5 5 5 5 4 4 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 10 10 0 5 5 0 5 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N N Parking/hr Bus stops/hr 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Phasing WB Only Thru & RT 03 04 NB Only 06 07 08 lfiming G = 20.0 G = 65.0 G = G= G = 20.0 G = G = G = Y= 5 Y= 5 Y = Y = Y= 5 Y = Y = Y = Duration of Analysis (hrs = 0.25 Cycle Length C = 120.0 Lane Group Capaci y, Control Delay, and LOS Determination EB WB NB SB !Adj. flow rate 1251 182 146 1707 135 105 Lane group cap. 274 8 835 298 3806 298 259 'r'Jic ratio 0.46 0.22 0.49 0.45 0.45 0.41 k;reen ratio 0.54 0.54 0.17 0.75 0.17 0.17 Unif. delay d1 16.7 14.3 45.4 5.7 45.1 44.7 Delay factor k 0.11 0.11 0.11 0.11 0.11 0.11 lncrem. delay d2 0.1 0.1 1.3 0.1 1. 1 1.0 PF factor 0.212 0.212 0.867 0.200 1.000 1.000 Control delay 3.7 3.2 40.6 1.2 46.2 45.7 Lane group LOS A A D A D D !Apprch. delay 3.6 4.3 46.0 !Approach LOS A A 0 lntersec. delay 6.9 Intersection LOS A HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.lf file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k260.tmp 2/24/2010 Short Report SHORT REPORT General Information Site Information Intersection PALOMAR AIRPORT Analyst USAf RD./NORTH DRIV Agency or Co. USAf Area Type All other areas Date Performed 02122110 Jurisdiction CARLSBAD Time Period PM PEAK (\nalysis Year NEAR-TERM WITH PROJECT Volume and Timin~ Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 0 3 1 1 3 0 1 0 1 0 0 0 Lane group T R L T L R !Volume (vph) 1623 214 165 1329 220 169 %Heavy veh 2 1 1 2 1 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (PIA) A A A A A A Startu_2_ lost time 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 4 4 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 10 10 0 5 5 0 5 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N N Parking/hr Bus stops/hr 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 PhasinQ WB Only Thru & RT 03 04 NB Only 06 07 08 ~iming G = 20.0 G = 65.0 G= G= G = 20.0 G= G= G= Y= 5 Y= 5 Y= Y= Y= 5 Y= Y= Y= Duration of Analysis(hrs = 0.25 Cycle Length C = 120.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB ~dj. flow rate 1708 225 174 1399 232 178 Lane group cap. 2748 835 298 3806 298 259 ~/c ratio 0.62 0.27 0.58 0.37 0.78 0.69 Green ratio 0.54 0.54 0.17 0.75 0.17 0.17 Unif. delay d1 19.0 14.8 46.2 5.2 47.9 47.1 Delay factor k 0.20 0.11 0.18 0.11 0.33 0.26 lncrem. delay d2 0.4 0.2 2.9 0.1 12.4 7.4 PF factor 0.212 0.212 0.867 0.200 1.000 1.000 Control delay 4.5 3.3 42.9 1.1 60.2 54.5 Lane group LOS A A D A E D Apprch. delay 4.3 5.7 57.7 Approach LOS A A E I ntersec. delay 10.5 Intersection LOS B HCS2000TM Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f file ://C: \Documents and Settings\skab. USAI\Local Settings\ Temp \s2k27 6. tmp 2/24/2010 Palomar Airport Commons © Urban Systems Associates, Inc. Sudberry Properties April 14, 2010 001609 001609-041410-Report_C.doc D APPENDIX D BUILDOUT WORKSHEETS Bob Johnson City of Carlsbad Attachment 5 © Urban Systems Associates, Inc. Apri/17, 2009 Year 2030 CNCM Traffic Forecast with Palomar Airport Commons Select Zone • .f •. -fn 9/Ui.V\<>~'-'-'/ f'!L<J>/tt>61V 5):;;).. ""'7 "2>o"" {: F""-""'"' sr • ~ 2 <c.' 3.3 . ~ "'.' D ~ ,,;:r·' .· ' • . "l·'E'' "*'~ 9 00 1609-041409-ememo2-spk-L.doc -t1 n 1 fl n .f Short Report SHORT REPORT General Information Site Information f.nalyst USA/ Intersection 1-5 SB OFF RAMP/PALOMAR A/RPOR ~gency or Co. USA/ ~rea Type All other areas Date Performed 02/21110 Wurisdiction CARLSBAD !Time Period AM PEAK HOUR f,nalysis Year YEAR 2030 NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 0 3 0 0 2 0 0 0 0 2 0 1 Lane group TR T L R [Volume (vph) 519 100 677 1236 275 %Heavy veh 2 2 2 2 2 PHF 0.95 0.95 0.95 0.95 0.95 !Actuated {PIA) A A A A A A Startup lost time 2.0 2.0 2.0 2.0 Ext eff. green 2.0 2.0 2.0 2.0 !Arrival type 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N N N 0 N Parking/hr Bus stops/hr 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 Phasing Thru & RT 02 03 04 SB Only 06 07 08 [riming G = 66.0 G= G= G= G = 70.8 G= G= G= Y= 6 Y= Y= Y= Y= 4.2 Y= Y= Y= Duration of Analysis {hrs = 0.25 Cycle Length C = 147.0 Lane Group Capaci~ , Control Delay, and LOS Determination EB WB NB SB fA,dj. flow rate 651 713 1301 289 Lane group cap. 2223 1593 1655 762 v/c ratio 0.29 0.45 0.79 0.38 Green ratio 0.45 0.45 0.48 0.48 Unif. delay d1 25.7 27.9 31.8 24.2 Delay factor k 0.11 0.11 0.33 0.11 lncrem. delay d2 0.1 0.2 2.6 0.3 PF factor 0.457 0.457 0.381 0.381 Control delay 11.8 13.0 14.7 9.5 Lane group LOS B B B A ll\pprch. delay 11.8 13.0 13.7 Approach LOS B B B lntersec. delay 13.1 Intersection LOS B HCS2000™ Copy right 0 2000 University of Florida, All Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2kF.tmp 2/21/2010 Short Report Page 1 of 1 IL ,_~ SHORT REPORT General Information Site Information lA.nalyst USA/ Intersection 1-5 SB OFF RAMP/PALOMAR AIRPOR Agency or Co. USA/ ~rea Type All other areas Date Performed 02121/10 :nme Period AM PEAK HOUR Jurisdiction CARLSBAD ~nalysis Year YEAR 2030 WITH PROJECT Volume and Timing_ Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 0 3 0 0 2 0 0 0 0 2 0 1 Lane group TR T L R Volume lv_Q_h) 550 100 700 1255 275 %Heavy veh 2 2 2 2 2 PHF 0.95 0.95 0.95 0.95 0.95 Actuated (P/A} A A A A A A Startup lost time 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N N N 0 N Parking/hr Bus stops/hr 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 Phasing Thru & RT 02 03 04 SB Only 06 07 08 Timing G = 66.0 G= G= G= G = 70.8 G= G= G= y = 6 Y= Y= Y= y = 4.2 Y= Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 147.0 Lane Group Ca_Q_acitv, Control Delay, and LOS Determination EB WB NB SB IAdj. flow rate 684 737 1321 289 Lane group cap. 2226 1593 1655 762 v/c ratio 0.31 0.46 0.80 0.38 Green ratio 0.45 0.45 0.48 0.48 Unif. delay d1 25.9 28.2 32.1 24.2 Delay factor k 0.11 0.11 0.34 0.11 lncrem. delay d2 0.1 0.2 2.9 0.3 PF factor 0.457 0.457 0.381 0.381 Control delay 11.9 13.1 15.1 9.5 Lane group LOS B B B A ~pprch. delay 11.9 13.1 14.1 ~pproach LOS B B B lntersec. delay 13.3 Intersection LOS B HCS2000™ Copyright 0 2000 University of Florida. All Rights Reserved Version4.1f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2kF.tmp 2/21/2010 ~0 \l'lf Short Report SHORT REPORT General Information Site Information Analyst USA/ Intersection 1-5 SB OFF RAMP/PALOMAR AIRPOR Agency or Co. USA/ Area Type All other areas Date Performed 02121110 Jurisdiction CARLSBAD Time Period PM PEAK HOUR Analysis Year YEAR 2030 NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 0 3 0 0 2 0 0 0 0 2 0 1 Lane group TR T L R Volume (vph) 966 285 930 1026 160 %Heavy veh 2 2 2 2 2 PHF 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A Startup lost time 2.0 2.0 2.0 2.0 Ext. eft. green 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N N N 0 N Parking/hr Bus stops/hr 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 Phasing Thru & RT 02 03 04 SB Only 06 07 08 Timing G = 66.0 G= G= G= G = 70.8 G= G= G= Y= 6 Y = Y= Y= Y= 4.2 Y= Y= Y = Duration of Analysis (hrs = 0.25 !Cycle Length C = 147.0 Lane Group Ca_l!acitv, Control Delay, and LOS Determination EB WB NB SB !Adj. flow rate 1317 979 1080 168 Lane group cap. 2200 1593 1655 762 !vic ratio 0.60 0.61 0.65 0.22 Green ratio 0.45 0.45 0.48 0.48 Unif. delay d1 30.5 30.8 28.8 22.1 Delay factor k 0.19 0.20 0.23 0.11 lncrem. delay d2 0.5 0.7 0.9 0.1 PF facto r 0.457 0.457 0.381 0.381 Control delay 14.4 14.8 11.9 8.6 Lane group LOS B B B A f.A.pprch. delay 14.4 14.8 11.4 f.A.pproach LOS B B B lntersec. delay 13.5 Intersection LOS B HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f file://C:\Documents and Settin s\skab.USAI\Local Settin s\Tem \s2klE.tm 2/2112010 Short Report SHORT REPORT General Information Site Information ~nalyst USA/ Intersection 1-5 SB OFF RAMP/PALOMAR AIRPOR ~gency or Co. USA/ ~rea Type All other areas Date Performed 02121110 Jurisdiction CARLSBAD Time Period PM PEAK HOUR ~nalysis Year YEAR 2030 WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 0 3 0 0 2 0 0 0 0 2 0 1 Lane group TR T L R ~olume {vph) 1005 285 970 1050 160 %Heavy veh 2 2 2 2 2 PHF 0.95 0.95 0.95 0.95 0.95 ~ctuated (PIA) A A A A A A Startup lost time 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 ~rrival type 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N N N 0 N Parking/hr Bus stops/hr 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 Phasing Thru & RT 02 03 04 SB Only 06 07 08 lfiming G = 66.0 G= G= G= G = 70.8 G= G= G= Y= 6 Y= Y= Y= y = 4.2 Y= Y= Y= Duration of Analysis (hrs = 0.25 Cycle Lenqth C = 147.0 Lane Group Capacit', Control Delay, and LOS Determination EB WB NB SB ~dj. flow rate 1358 1021 1105 168 Lane group cap. 2203 1593 1655 762 vic ratio 0.62 0.64 0.67 0.22 Green ratio 0.45 0.45 0.48 0.48 Unif. delay d1 30.9 31.3 29.1 22.1 Delay factor k 0.20 0.22 0.24 0.11 lncrem. delay d2 0.5 0.9 1.0 0.1 PF factor 0.457 0.457 0.381 0.381 Control delay 14.6 15.2 12.1 8.6 Lane group LOS a a a A ~pprch. delay 14.6 15.2 11.7 ~pproach LOS a a a lntersec. delay 13.7 Intersection LOS a HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.lf file://C:\Documents and Settin s\skab.USAI\Local Settin s\Temp\s2k1E.tm 2/21 /2010 Short Report SHORT REPORT General Information Site Information ft\nalyst USA/ Intersection PAR/1-5 NORTHBOUND RAMPS ~gency or Co. USAf fA-rea Type All other areas Date Performed 02121110 rrime Period AM PEAK HOUR ~u risd iction CARLSBAD Analysis Year YEAR 2030 NO PROJECT Volume and Timin_g_ Input EB WB NB LT TH RT LT TH RT LT TH RT LT Num. of Lanes 1 3 0 0 3 2 0 1 2 0 Lane group L T T R LT R [Volume (vph) 215 1525 948 486 260 1 1486 % Hea\/Y_Veh 1 2 2 1 0 1 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N Parking/hr Bus stops/hr 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Phasing EB Only Thru & RT WB Only 04 NB Only 06 07 Timing G = 20.0 G = 28.0 G = 39.0 G= G = 25.0 G= G= Y = 4.2 Y = 6 Y = 6 Y= Y= 4.2 Y= Y= Duration of Analysis (hrs) = 0.25 Cycle Length C = 132.4 Lane Group_ Ca~aci '/,Control Delay, and LOS Determination EB WB NB Adj. flow rate 226 1605 998 512 275 1564 Lane group cap. 270 2000 2798 1560 342 1482 v/c ratio 0.84 0.80 0.36 0.33 0.80 1.06 Green ratio 0.15 0.39 0.55 0.55 0.19 0.53 Unif. delay d1 54.6 35.5 16.6 16.3 51.4 31 .2 Delay factor k 0.37 0.35 0.11 0.11 0.35 0.50 lncrem. delay d2 20.1 2.5 0.1 0.1 13.1 39.5 PF factor 1.000 1.000 1.000 1.000 1.000 1.000 Control delay 74.7 38.0 16.7 16.4 64.4 70.7 Lane group LOS E D B B E E Apprch. delay 42.5 16.6 69.8 ft\pproach LOS D B E lntersec. delay 44.6 Intersection LOS HCSlOOO™ Copyright 0 20(){) University of Florida. All Rights Reserved file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k2C.tmp Page 1 of 1 t?-'"' ~ ~J ~q SB TH RT 0 0 N 08 G= Y = SB D Version 4.lf 2/2 1/2010 Short Report SHORT REPORT General Information Site Information Intersection PAR/1-5 NORTHBOUND !Analyst USA/ RAMPS !Agency or Co. USA/ f.rea Type All other areas Date Performed 02121/10 Jurisdiction CARLSBAD !Time Period AM PEAK HOUR ~nalysis Year YEAR 2030 WITH PROJECT Volume and Timing ln2_ut EB WB NB LT TH RT LT TH RT LT TH RT LT Num. of Lanes 1 3 0 0 3 2 0 1 2 0 Lane group L T T R LT R !Volume (vph) 215 1590 985 500 260 1 1505 %Heavy veh 1 2 2 1 0 1 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 16_ctuated (PIA) A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N Parking/hr Bus stops/hr 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Phasing EB Only Thru & RT WB Only 04 NB Only 06 07 !Timing G = 20.0 G= 28.0 G = 39.0 G= G = 25.0 G= G= Y= 4.2 Y= 6 Y= 6 Y= y:: 4.2 Y= Y= Duration of Analysis (hrs = 0. 25 Cycle Length C = 132.4 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB !Adj. flow rate 226 1674 1037 526 275 1584 Lane group cap. 270 2000 2798 1560 342 1482 v/c ratio 0.84 0.84 0.37 0.34 0.80 1.07 Green ratio 0.15 0.39 0.55 0.55 0.19 0.53 Unit. delay d1 54.6 36.3 16.7 16.4 51.4 31 .2 Delay factor k 0.37 0.37 0.11 0.11 0.35 0.50 lncrem. delay d2 20.1 3.3 0.1 0.1 13.1 44.2 PF factor 1.000 1.000 1.000 1.000 1.000 1.000 Control delay 74.7 39.6 16.8 16.5 64.4 75.4 Lane group LOS E D B B E E !Apprch. delay 43.7 16.7 73.8 !Approach LOS D B E lntersec. delay 46.3 Intersection LOS HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved file://C:\Documents and Settin s\skab.USAI\Local Settin s\Tem \s2k.2C.tm Page 1 of 1 1\ ;..~r- ~ vl~ SB TH RT 0 0 N 08 G= Y= SB D Version 4.lf 2/21/2010 Short Report SHORT REPORT General Information Site Information !Analyst USA/ Intersection PAR/1-5 NORTHBOUND RAMPS !Agency or Co. USA/ fA-rea Type All other areas Date Performed 02121110 ~ime Period PM PEAK HOUR Jurisdiction CARLSBAD ~nalysis Year YEAR 2030 NO PROJECT Volume and Timing Input EB WB NB LT TH RT LT TH RT LT TH RT LT Num. of Lanes 1 3 0 0 3 2 0 1 2 0 Lane group L T T R LT R ~olume (vph) 425 1545 2130 1007 150 1 986 %Heavy veh 1 2 2 1 0 1 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (P/A) A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. Qreen 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N Parking/hr Bus stops/hr 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 PhasinQ EB Only Thru & RT WB Only 04 NB Only 06 07 ~iming G = 37.0 G = 38.0 G = 27.0 G= G = 25.0 G= G= Y= 4.2 Y= 6 y = 6 Y= y = 4.2 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 147.4 Lane Group Capaci y, Control Delay, and LOS Determination EB WB NB ~dj. flow rate 447 1626 2242 1060 159 1038 Lane group cap. 449 2726 2444 1363 307 1103 rvtc ratio 1.00 0.60 0.92 0.78 0.52 0.94 Green ratio 0.25 0.54 0.48 0.48 0.17 0.39 Unif. delay d1 55.1 23.2 35.5 31.7 55.7 43.1 Delay factor k 0.50 0.19 0.44 0.33 0.12 0.45 lncrem. delay d2 41.2 0.4 6.1 2.9 1.6 15.1 PF factor 1.000 1.000 1.000 1.000 1.000 1.000 Control delay 96.4 23.6 41.6 34.6 57.3 58.1 Lane group LOS F c D c E E ft\pprch. delay 39.3 39.3 58.0 ft\pproach LOS D D E lntersec. delay 42.7 Intersection LOS HCS2000™ Copyright © 2000 University of Florida, Ail Rights Reserved file://C:\Documents and Settin s\skab.USAI\Local Settin s\Tem \s2k3A.tm Page 1 of 1 ?--~ ':P ~Q SB TH RT 0 0 N 08 G= Y= SB 0 Version 4.lf 2/2112010 Short Report Page 1 of 11---(? ·-:;tO ~~ SHORT REPORT General Information Site Information Intersection PARI/-5 NORTHBOUND ~nalyst USA/ RAMPS ~gency or Co. USA/ Area Type All other areas Date Performed 02121110 ~urisdiction CARLSBAD iT"ime Period PM PEAK HOUR ~nalysis Year YEAR 2030 WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 0 0 3 2 0 1 2 0 0 0 Lane group L T T R LT R Volume (vph) 425 1630 2215 1032 150 1 1010 %Heavy veh 1 2 2 1 0 1 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 lt\_ctuated (P/A) A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eft. Qreen 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N N Parking/hr Bus stops/hr 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Phasing EB Only Thru & RT WB Only 04 NB Only 06 07 08 !Timing G = 37.0 G = 38.0 G = 27.0 G= G = 25.0 G= G= G= Y= 4.2 Y= 6 y = 6 Y= Y= 4.2 Y= Y = Y= Duration of Analysis {hrs = 0.25 Cycle Length C = 147.4 Lane Group Capacitv, Control Delay, and LOS Determination EB WB NB SB ~dj. flow rate 447 1716 2332 1086 159 1063 Lane group cap. 449 2726 2444 1363 307 1103 'r-Jic ratio 1.00 0.63 0.95 0.80 0.52 0.96 Green ratio 0.25 0.54 0.48 0.48 0.17 0.39 Unif. delay d1 55.1 23.8 36.6 32.1 55.7 43.7 Delay factor k 0.50 0.21 0.46 0.34 0.12 0.47 I ncrem. delay d2 41.2 0.5 9.7 3.4 1.6 18.9 PF factor 1.000 1.000 1.000 1.000 1.000 1.000 Control delay 96.4 24.3 46.3 35.5 57.3 62.6 Lane group LOS F c D D E E Apprch. delay 39.2 42.9 61.9 Approach LOS D D E lntersec. delay 45.1 Intersection LOS D HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k3A.tmp 2/2112010 Short Report Page 1 of 1 ~~ SHORT REPORT ~r f'!~ h\\j General Information ~ite Information Intersection PALOMAR AIRPORT Analyst USA/ RD.IPASEO DEL Agency or Co. USA/ ~rea Type All other areas Date Performed 04/14110 Jurisdiction CARLSBAD Time Period AM PEAK ft\nalysis Year YEAR 2030NO PROJECT/no rtol Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 0 2 4 1 2 2 0 2 2 0 Lane group L TR L T R L TR L TR Volume (vph) 300 2531 195 102 1064 232 255 130 176 161 80 115 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (P/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. qreen 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 80 5 0 0 5 0 90 0 55 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 ifiming G = 16.0 G = 71.0 G= G= G = 22.0 G = 17.0 G = G = Y= 4.5 Y = 6 Y= Y= Y= 6 y = 4.5 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Lenqth C = 147.0 Lane GroupCapacity, Control Dela~, and LOS Determination EB WB NB SB IAdj. flow rate 316 2785 107 1120 244 268 228 169 147 Lane group cap. 378 2436 378 3267 954 401 499 401 499 'jv/c ratio 0.84 1.14 0.28 0.34 0.26 0.67 0.46 0.42 0.29 Green ratio 0.11 0.48 0.11 0.48 0.60 0.12 0.1 5 0.12 0.15 Unif. delay d1 64.2 38.0 60.2 23.5 14.0 62.3 57.0 60.4 55.6 Delay factor k 0.37 0.50 0.11 0.11 0.11 0.24 0.11 0.11 0.11 lncrem. delay d2 15.0 69.9 0.4 0.1 0.1 4.2 0.7 0.7 0.3 PF factor 0.919 0.377 0.919 0.377 0.125 0.913 0.883 0.913 0.883 Control delay 74.0 84.2 55.7 8.9 1.9 61.1 51.0 55.9 49.4 Lane group LOS E F E A A E D E D Apprch. delay 83.2 11.2 56.5 52.9 Approach LOS F 8 E 0 I ntersec. delay 59.3 Intersection LOS E HCS2000™ Copyright 0 2000 University of Florida. All Rights Reserved Version 4.1f s I . Short Report General Information !Analyst USA/ !Agency or Co. USA/ Date Performed 04/14110 Time Period AM PEAK Volume and Timing Input EB LT TH Num. of Lanes 2 3 Lane group L TR !Volume (vph) 300 2600 %Heavy veh 1 2 PHF 0.95 0.95 !Actuated (PIA) A A Startup lost time 2.0 2.0 Ext. eff. green 2.0 2.0 !Arrival type 5 5 Unit Extension 3.0 3.0 Ped/Bike/RTOR Volume 5 0 Lane W idth 12.0 12.0 Parking/Grade/Parking N 0 Parking/hr Bus stops/hr 0 0 Unit Extension 3.0 3.0 Phasing Excl. Left Thru & RT 03 [Timing G = 16.0 G = 71.0 G = y = 4.5 y = 6 Y= SHORT REPORT Site Information Intersection PALOMAR AIRPORT RD.IPASEO DEL ~rea Type All other areas Jurisdiction CARLSBAD !Analysis Year YEAR 2030 WITH PROJECT/norto/ WB NB RT LT TH RT LT TH RT LT 0 2 4 1 2 2 0 2 L T R L TR L 195 105 1115 235 255 130 180 165 1 1 2 1 1 2 1 1 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 A A A A A A A A 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 5 5 5 5 5 5 3.0 3.0 3.0 3.0 3.0 3.0 80 5 0 0 5 0 90 0 12.0 12.0 12.0 12.0 12.0 12.0 N N 0 N N 0 N N 0 0 0 0 0 0 3.0 3.0 3.0 3.0 3.0 3.0 04 Thru & RT Excl. Left 07 G= G = 22.0 G = 17.0 G= Y = y = 6 Y = 4.5 Y = Page 1 of 1 ~I\ SB TH 2 TR 80 2 0.95 A 2.0 2.0 5 3.0 12.0 0 0 3.0 G= Y= RT 0 115 1 0.95 A 55 N 08 ' ~0 w\ I"~ ~~ Duration of Analysis (hrs = 0.25 Cycle Leng_th C = 147.0 Lane Group Capacity, Control Dela ~,and LOS Determination EB WB NB SB !Adj. flow rate 316 2858 111 1174 247 268 232 174 147 Lane group cap. 378 2436 378 3267 954 401 498 401 499 rv/c ratio 0.84 1.17 0.29 0.36 0.26 0.67 0.47 0.43 0.29 Green ratio 0.11 0.48 0.11 0.48 0.60 0.12 0.15 0.12 0.15 Unif. delay d1 64.2 38.0 60.3 23.8 14.0 62.3 57.1 60.5 55.6 Delay factor k 0.37 0.50 0.11 0.11 0.11 0.24 0.11 0.11 0.11 lncrem. delay d2 15.0 82.7 0.4 0.1 0.1 4.2 0.7 0.8 0.3 PF factor 0.919 0.377 0.919 0.377 0.125 0.91 3 0.883 0.913 0.883 Control delay 74.0 97.0 55.8 9.0 1.9 61.1 51.1 56.0 49.4 Lane group LOS E F E A A E D E D IApprch. delay 94.7 11.3 56.5 53.0 !Approach LOS F B E D lntersec. delay 65.7 Intersection LOS E HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f . I . \ Short Report General Information fA.nalyst USA/ ~gency or Co. USA/ Date Performed 04114110 lfime Period AM PEAK Volume and Timing Input EB LT TH Num. of Lanes 2 3 Lane group L T !Volume (vph) 300 2531 %Heavy veh 1 2 PHF 0.95 0.95 ~ctuated (P/A) A A Startup lost time 2.0 2.0 Ext. eff. green 2.0 2.0 ~rrival type 5 5 Unit Extension 3.0 3.0 Ped/Bike/RTOR Volume 5 0 Lane Width 12.0 12.0 Parking/Grade/Parking N 0 Parking/hr Bus stops/hr 0 0 Unit Extension 3.0 3.0 Phasing Excl. Left Thru & RT 03 Timing G = 16.0 G = 71 .0 G= Y= 4.5 y = 6 Y = SHORT REPORT Site Information Intersection PALOMAR AIRPORT RD.IPASEO DEL Area Type All other areas Jurisdiction CARLSBAD fA.nalysis Year YEAR 2030NO PROJECT/WITHRTOL WB NB RT LT TH RT LT TH RT LT 1 2 4 1 2 2 0 2 R L T R L TR L 195 102 1064 232 255 130 176 161 1 1 2 1 1 2 1 1 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 A A A A A A A A 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 5 5 5 5 5 5 5 3.0 3.0 3.0 3.0 3.0 3.0 3.0 0 5 0 0 5 0 90 0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 N N 0 N N 0 N N 0 0 0 0 0 0 0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 04 Thru & RT Excl. Left 07 G= G = 22.0 G = 17.0 G= Y = y = 6 y = 4.5 Y = Page 1 of 1 SB TH 2 TR 80 2 0.95 A 2.0 2.0 5 3.0 12.0 0 0 3.0 G = Y = <7,/~ ~D \ l'l i) ~ q~~ w\~"1\· RT 0 115 1 0.95 A 55 N 08 Duration of Analysis (hrs) = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control Dela', and LOS Determination EB WB NB SB Adj. flow rate 316 2664 205 107 1120 244 268 228 169 147 Lane group cap. 378 2451 770 378 3267 954 401 499 401 499 v/c ratio 0.84 1.09 0.27 0.28 0.34 0.26 0.67 0.46 0.42 0.29 Green ratio 0.11 0.48 0.48 0.11 0.48 0.60 0.12 0.15 0.12 0.15 Unif. delay d1 64.2 38.0 22.5 60.2 23.5 14.0 62.3 57.0 60.4 55.6 Delay factor k 0.37 0.50 0.11 0.11 0.11 0.11 0.24 0.11 0.11 0.11 lncrem. delay d2 15.0 46.8 0.2 0.4 0.1 0.1 4.2 0.7 0.7 0.3 PF factor 0.919 0.377 0.377 0.91 9 0.377 0.125 0.913 0.883 0.913 0.883 Control delay 74.0 61 .1 8.7 55.7 8.9 1.9 61 .1 51 .0 55.9 49.4 Lane group LOS E E A E A A E D E D fA.pprch. delay 59.0 11.2 56.5 52.9 fA.pproach LOS E 8 E D lntersec. delay 45.6 Intersection LOS D HCS2000™ Copyright 0 2000 University of Florida. All Rights Reserved Version 4.1 f file://C:\Documents and Settin s\skab.USAI\Local Settinas\Tem \s2k50.tm 4/14/2010 Short Report Page 1 of 1 >~A SHORT REPORT ~v General Information Site Information Intersection PALOMAR AIRPORT Analyst USA! RD.IPASEO DEL Agency or Co. USA/ Area Type All other areas Date Performed 04114110 Jurisdiction CARLSBAD Time Period AM PEAK Analysis Year YEAR 2030 WITH PROJECTIWITHRTO Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 4 1 2 2 0 2 2 0 Lane group L T R L T R L TR L TR Volume (vph) 300 2600 195 105 1115 235 255 130 180 165 80 115 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 90 0 55 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 Timing G = 16.0 G = 71.0 G= G= G = 22.0 G = 17.0 G= G= y = 4.5 Y= 6 Y= Y= y = 6 Y= 4.5 Y= Y= Duration of Analysis (hrs) = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control Dela~, and LOS Determination EB WB NB SB Adj. flow rate 316 2737 205 111 1174 247 268 232 174 147 Lane group cap. 378 2451 770 378 3267 954 401 498 401 499 v/c ratio 0.84 1.12 0.27 0.29 0.36 0.26 0.67 0.47 0.43 0.29 Green ratio 0.11 0.48 0.48 0.11 0.48 0.60 0.12 0.15 0.12 0.15 Unif. delay d1 64.2 38.0 22.5 60.3 23.8 14.0 62.3 57.1 60.5 55.6 Delay factor k 0.37 0.50 0.11 0.11 0.11 0.11 0.24 0.11 0.11 0.11 lncrem. delay d2 15.0 58.8 0.2 0.4 0.1 0.1 4.2 0.7 0.8 0.3 PF factor 0.919 0.377 0.377 0.919 0.377 0.125 0.913 0.883 0.913 0.883 !Control delay 74.0 73.1 8.7 55.8 9.0 1.9 61.1 51.1 56.0 49.4 Lane group LOS E E A E A A E D E D Apprch. delay 69.2 11.3 56.5 53.0 Approach LOS E B E D lntersec. delay 51.3 Intersection LOS D HCS20oo™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f . I ·\ t I Short Report Page I of 1 -s.-P :,O tJf SHORT REPORT General Information ~ite Information NO·~(\ Intersection PALOMAR AIRPORT Analyst USA/ RD.IPASEO DEL Agency or Co. USA/ !Area Type All other areas Date Performed 04114110 Jurisdiction CARLSBAD Time Period PM PEAK !Analysis Year YEAR 2030NO PROJECT/nortol Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 0 2 4 1 2 2 0 2 2 0 Lane group L TR L T R L TR L TR Volume (vph) 395 1583 575 270 2407 268 350 150 160 270 145 400 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 100 5 0 0 5 0 82 0 200 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 !Timing G = 20.0 G = 57.0 G= G = G = 29.0 G = 20.0 G= G= Y= 4.5 y = 6 Y= Y= y = 6 y = 4.5 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 147.0 Lane Grou~ Capacity, Control Dela11, and LOS Determination EB WB NB SB Adj. flow rate 416 2166 284 2534 282 368 240 284 364 Lane group cap. 472 1902 472 2623 834 472 664 472 643 v/c ratio 0.88 1.14 0.60 0.97 0.34 0.78 0.36 0.60 0.57 Green ratio 0.14 0.39 0.14 0.39 0.52 0.14 0.20 0.14 0.20 Unit. delay d1 62.3 45.0 59.8 44.1 20.3 61.4 51.0 59.8 53.3 Delay factor k 0.41 0.50 0.19 0.47 0.11 0.33 0.11 0.19 0.16 lncrem. delay d2 17.4 69.4 2.2 10.8 0.2 8.2 0.3 2.2 1.2 PF factor 0.895 0.578 0.895 0.578 0.267 0.895 0.836 0.895 0.836 Control delay 73.2 95.4 55.6 36.3 5.6 63.1 43.0 55.6 45.8 Lane group LOS E F E D A E D E 0 !Apprch. delay 91.9 35.3 55.2 50.1 !Approach LOS F D E D lntersec. delay 59.5 Intersection LOS E HCS20ooTM Copyright 0 2000 Univer.;ity of Florida, All Rights Reserved Version 4.lf file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k23.tmp 4/14/2010 Short Report Page 1 of 1 ·y~ ·;-a SHORT REPORT ~\ w ,fA\1 General Information Site Information Intersection PALOMAR AIRPORT Analyst USA/ RD.IPASEO DEL Agency or Co. USAf ~rea Type All other areas Date Performed 04114/10 Jurisdiction CARLSBAD Time Period PM PEAK ~nalysis Year YEAR 2030 NO PROJECTIWITHRTOL Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 4 1 2 2 0 2 2 0 Lane group L T R L T R L TR L TR !Volume (vph} 395 1583 575 270 2407 268 350 150 160 270 145 400 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 16_ctuated (P/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ~rrival type 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 100 5 0 0 5 0 82 0 200 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 Timi ng G = 20.0 G = 57.0 G= G = G = 29.0 G = 20.0 G= G= Y = 4.5 y = 6 Y = Y = y = 6 Y= 4.5 Y = Y = Duration of Analysis (h rs = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control Dela~, and LOS Determination EB WB NB SB fl\dj. flow rate 416 1666 500 284 2534 282 368 240 284 364 Lane group cap. 472 1967 618 472 2623 834 472 664 472 643 v/c ratio 0.88 0.85 0.81 0.60 0.97 0.34 0.78 0.36 0.60 0.57 Green ratio 0.14 0.39 0.39 0.14 0.39 0.52 0.14 0.20 0.14 0.20 Unif. delay d1 62.3 41.0 40.1 59.8 44.1 20.3 61.4 51.0 59.8 53.3 Delay factor k 0.41 0.38 0.35 0.19 0.47 0.11 0.33 0.1 1 0.19 0.16 lncrem. delay d2 17.4 3.7 7.9 2.2 10.8 0.2 8.2 0.3 2.2 1.2 PF factor 0.895 0.578 0.578 0.895 0.578 0.267 0.895 0.836 0.895 0.836 Control delay 73.2 27.4 31.1 55.6 36.3 5.6 63.1 43.0 55.6 45.8 Lane group LOS E c c E D A E D E D Apprch. delay 35.5 35.3 55.2 50.1 Approach LOS D D E D lntersec. delay 38.5 Intersection LOS D HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f \ I Short Report Page 1 of 1 >-P ~I) w~ SHORT REPORT General Information Site Information Intersection PALOMAR AIRPORT ~nalyst USA/ RD.IPASEO DEL !Agency or Co. USA/ !Area Type All other areas Date Performed 04114110 Jurisdiction CARLSBAD Time Period PM PEAK ~nalysis Year YEAR 2030 WITH PROJECTinortol Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 0 2 4 1 2 2 0 2 2 0 Lane group L TR L T R L TR L TR !Volume (vph) 395 1670 575 275 2497 273 350 150 165 275 145 400 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ~rrival type 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 100 5 0 0 5 0 82 0 200 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 !riming G = 20.0 G = 57.0 G= G= G = 29.0 G = 20.0 G= G= y = 4.5 Y= 6 Y= Y = Y= 6 Y= 4.5 Y= Y= Duration of Analysis{hrs = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control Dela 1, and LOS Determination EB WB NB SB Adj. flow rate 416 2258 289 2628 287 368 245 289 364 Lane group cap. 472 1905 472 2623 834 472 663 472 643 v/c ratio 0.88 1.19 0.61 1.00 0.34 0.78 0.37 0.61 0.57 Green ratio 0.14 0.39 0.14 0.39 0.52 0.14 0.20 0.14 0.20 Unit. delay d1 62.3 45.0 59.8 45.0 20.3 61.4 51.1 59.8 53.3 Delay factor k 0.41 0.50 0.20 0.50 0.11 0.33 0.11 0.20 0.16 lncrem. delay d2 17.4 89.0 2.3 18.0 0.2 8.2 0.3 2.3 1.2 PF factor 0.895 0.578 0.895 0.578 0.267 0.895 0.836 0.895 0.836 Control delay 73.2 115.0 55.9 44.0 5.7 63.1 43.1 55.9 45.8 Lane group LOS E F E D A E D E D Apprch. delay 108.5 41.7 55.1 50.2 Approach LOS F D E D lntersec. delay 68.6 Intersection LOS E HCS2000™ Copyright C 2000 University of Florida, All Rights Reserved Version 4.1 f 4 /14/'J()l () Short Report General Information Analyst USA/ Agency or Co. USA/ Date Performed 04114110 Time Period PM PEAK Volume and Timing Input EB LT TH Num. of Lanes 2 3 Lane group L T Volume (vph)_ 395 1670 %Heavy veh 1 2 PHF 0.95 0.95 Actuated (PIA) A A ~tartup lost time 2.0 2.0 Ext. eff. green 2.0 2.0 Arrival type 5 5 Unit Extension 3.0 3.0 Ped/Bike/RTOR Volume 5 0 Lane Width 12.0 12.0 Parking/Grade/Parking N 0 Parking/hr Bus stops/hr 0 0 Unit Extension 3.0 3.0 Phasing Excl. Left Thru & RT 03 !Timing G = 20.0 G = 57.0 G= Y= 4.5 Y= 6 Y= SHORT REPORT !Site Information Intersection PALOMAR AIRPORT RD./PASEO DEL !Area Type All other areas Jurisdiction CARLSBAD !Analysis Year YEAR 2030 WITH PROJECTIWITHRTO WB NB RT LT TH RT LT TH RT LT 1 2 4 1 2 2 0 2 R L T R L TR L 575 275 2497 273 350 150 165 275 1 1 2 1 1 2 1 1 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 A A A A A A A A 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 5 5 5 5 5 5 5 3.0 3.0 3.0 3.0 3.0 3.0 3.0 0 5 0 0 5 0 82 0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 N N 0 N N 0 N N 0 0 0 0 0 0 0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 04 Thru & RT Excl. Left 07 G= G = 29.0 G = 20.0 G= Y= Y= 6 Y= 4.5 Y= Page 1 of 1 SB TH 2 TR 145 2 0.95 A 2.0 2.0 5 3.0 12.0 0 0 3.0 G = Y= RT 0 400 1 0.95 A 200 N 08 ~--~ ·;o ~~ /. w --""' \ Duration of Analysis (hrs) = 0.25 !Cycle LenQth C = 147.0 Lane Group Capacity, Control Delal, and LOS Determination EB WB NB SB Adj. flow rate 416 1758 605 289 2628 287 368 245 289 364 Lane group cap. 472 1967 618 472 2623 834 472 663 472 643 rvlc ratio 0.88 0.89 0.98 0.61 1.00 0.34 0.78 0.37 0.61 0.57 Green ratio 0.14 0.39 0.39 0.14 0.39 0.52 0.14 0.20 0.14 0.20 Unif. delay d 1 62.3 42.2 44.4 59.8 45.0 20.3 61.4 51.1 59.8 53.3 Delay factor k 0.41 0.42 0.48 0.20 0.50 0.11 0.33 0.11 0.20 0.16 lncrem. delay d2 17.4 5.7 30.8 2.3 18.0 0.2 8.2 0.3 2.3 1.2 PF factor 0.895 0.578 0.578 0.895 0.578 10.267 0.895 ~.836 0.895 0.836 ~ontrol delay 73.2 30.1 56.5 55.9 44.0 5.7 63.1 43.1 55.9 45.8 Lane group LOS E c E E D A E D E D IApprch. delay 42.3 41.7 55.1 50.2 !Approach LOS D D E D I ntersec. delay 43.8 Intersection LOS D HCS2000TM Copyright 0 2000 University of Florida, All Rights Reserved Version 4.lf file ://C: \Documents and Settings\skab. U SAI\Local Settings\ Temp\s2k3 9. tmp 4114/2010 Short Report Page 1 of 1 A ..f. ~ 0~ SHORT REPORT General Information Site Information Analyst USA/ Intersection PALOMAR AIRPORT RD./ARMADA DR. Agency or Co. USA/ Area Type All other areas Date Performed 02121110 Jurisdiction CARLSBAD Time Period AM PEAK Analysis Year YEAR 2030 NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 1 3 1 2 1 0 2 1 1 Lane group L T R L T R L TR L T R !Volume (vph) 300 2428 140 105 1121 367 95 25 55 91 45 110 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 0 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 rriming G = 15.0 G = 65.0 G= G= G = 25.0 G = 15.0 G= G= y = 4.5 Y= 6 Y= Y= y = 6 y = 4.5 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 141.0 Lane Group Capaciw, Control Delay, and LOS Determination EB WB NB SB IAdj. flow rate 316 2556 147 111 1180 386 100 84 96 47 116 Lane group cap. 369 2339 737 190 2339 907 369 298 369 330 454 v/c ratio 0.86 1.09 0.20 0.58 0.50 0.43 0.27 0.28 0.26 0.14 0.26 Green ratio 0.11 0.46 0.46 0.11 0.46 0.57 0.11 0.18 0.11 0.18 0.28 Unif. delay d 1 61.9 38.0 22.6 60.0 26.7 17.4 58.0 50.2 57.9 49.0 39.0 Delay factor k 0.39 0.50 0.11 0.18 0.11 0.11 0.11 0.11 0.11 0.11 0.11 lncrem. delay d2 17.7 49.4 0.1 4.6 0.2 0.3 0.4 0.5 0.4 0.2 0.3 PF factor 0.921 0.430 0.430 0.921 0.430 0.126 0.921 0.856 0.921 0.856 0.736 Control delay 74.7 65.7 9.8 59.8 11.6 2.5 53.8 43.5 53.7 42.1 29.0 Lane group LOS E E A E B A D D D D c Apprch. delay 64.0 12.7 49.1 40.5 Approach LOS E B D D lntersec. delay 45.5 Intersection LOS D HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k6E.tmp 2/2112010 Short Report Page 1 of 1 SHORT REPORT General Information Site Information Intersection PALOMAR AIRPORT !Analyst USAf RD./ARMADA DR. jAgency or Co. USA/ !Area Type All other areas Date Performed 02121110 Jurisdiction CARLSBAD mme Period AM PEAK !Analysis Year YEAR 2030 WITH PROJECT Volume and Timina Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH Num. of Lanes 2 3 1 1 3 1 2 1 0 2 1 Lane group L T R L T R L TR L T !Volume (vph) 300 2505 140 105 1250 370 95 25 55 91 45 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ~ctuated (PIA) A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival !YQe 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 0 5 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 Timing G = 15.0 G = 65.0 G= G= G = 25.0 G = 15.0 G= G= Y= 4.5 y = 6 Y= Y= y = 6 Y= 4.5 Y= Y= Duration of Analysis (hrs = 0. 25 Cycle Length C = 141.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB IAdj. flow rate 316 2637 147 111 1316 389 100 84 96 47 Lane group cap. 369 2339 737 190 2339 907 369 298 369 330 v/c ratio 0.86 1.13 0.20 0.58 0.56 0.43 0.27 0.28 0.26 0.14 Green ratio 0.11 0.46 0.46 0.11 0.46 0.57 0.11 0.18 0.11 0.18 Unit. delay d1 61.9 38.0 22.6 60.0 27.7 17.4 58.0 50.2 57.9 49.0 Delay factor k 0.39 0.50 0.11 0.18 0.16 0.11 0.11 0.11 0.11 0.11 lncrem. delay d2 17.7 63.5 0.1 4.6 0.3 0.3 0.4 0.5 0.4 0.2 PF factor 0.921 0.430 0.430 0.921 0.430 0.126 0.921 0.856 0.921 0.856 Control delay 74.7 79.8 9.8 59.8 12.2 2.5 53.8 43.5 53.7 42.1 Lane group LOS E E A E B A D D D D !Apprch. delay 76.0 13.0 49.1 40.5 jApproach LOS E B D D lntersec. delay 52.0 Intersection LOS D HCS2000™ Copyright © 2000 Um versity of Florida, All Rights Reserved . 1 . \ A--A ~0 ~ RT 1 R 110 1 0.95 A 2.0 2.0 5 3.0 0 12.0 N 0 3.0 08 116 454 0.26 0.28 39.0 0.11 0.3 0.736 29.0 c Version 4. 1f Short Report SHORT REPORT General Information Site Information Analyst USA/ Intersection PALOMAR AIRPORT RD./ARMADA DR. Agency or Co. USA/ Area Type All other areas Date Performed 02121110 Time Period PM PEAK Jurisdiction CARLSBAD Analysis Year YEAR 2030 NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 1 3 1 2 1 0 2 1 1 Lane group L T R L T R L TR L T R Volume (vph) 185 1678 150 285 2245 140 345 95 250 220 80 355 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eft. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 6rrival type 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 100 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing_ Excl. Left WB Only Thru & RT 04 Thru & RT Excl. Left 07 08 !Timing G = 12.0 G = 12.0 G = 54.0 G= G = 28.0 G = 16.0 G= G= Y= 4.5 Y= 4.5 Y = 6 Y= Y = 6 y = 4.5 Y = Y= Duration of Analysis (hrs) = 0.25 Cycle Length C = 147.5 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB lA.dj. flow rate 195 1766 158 300 2363 147 363 258 232 84 374 Lane group cap. 282 1858 585 345 2425 938 377 323 377 354 434 ~/c ratio 0.69 0.95 0.27 0.87 0.97 0.16 0.96 0.80 0.62 0.24 0.86 Green ratio 0.08 0.37 0.37 0.19 0.48 0.59 0.11 0.19 0.11 0.19 0.27 Unif. delay d1 65.9 45.5 32.9 57.7 37.6 13.9 65.5 57.1 62.8 50.7 51.1 Delay factor k 0.26 0.46 0.11 0.40 0.48 0.11 0.47 0.34 0.20 0.11 0.39 lncrem. delay d2 7.1 11.4 0.3 20.5 12.8 0.1 36.6 13.2 3.0 0.3 16.1 PF factor 10.941 0.615 0.615 0.840 0.390 0.121 0.919 0.844 0.919 0.844 0.752 Control delay 69.1 39.3 20.5 69.0 27.5 1.8 96.7 61.4 60.7 43.1 54.5 Lane group LOS E D c E c A F E E D D Apprch. delay 40.7 30.6 82.0 55.2 Approach LOS D c F E lntersec. delay 41.8 Intersection LOS D HCS2000™ Copyright C 2000 University of Florida, All Rights Reserved Version 4.1f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k7C.tmp 2/2 1/2010 Short Report SHORT REPORT General Information Site Information Intersection PALOMAR AIRPORT ~nalyst USA/ RD./ARMADA DR. fA,.gency or Co. USA/ Area Type All other areas Date Performed 02121110 Jurisdiction CARLSBAD ~ime Period PM PEAK Analysis Year YEAR 2030 WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 1 3 1 2 1 0 2 1 1 Lane group L T R L T R L TR L T R Volume (vph} 185 1775 150 285 2345 145 345 95 250 225 80 355 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (P/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 100 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left WB Only Thru & RT 04 Thru & RT Excl. Left 07 08 Timing G = 12.0 G = 12.0 G = 54.0 G= G = 28.0 G = 16.0 G= G= y = 4.5 Y= 4.5 Y= 6 Y= Y= 6 Y= 4.5 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 147.5 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 195 1868 158 300 2468 153 363 258 237 84 374 Lane group cap. 282 1858 585 345 2425 938 377 323 377 354 434 v/c ratio 0.69 1.01 0.27 0.87 1.02 0.16 0.96 0.80 0.63 0.24 0.86 Green ratio 0.08 0.37 0.37 0.19 0.48 0.59 0.11 0.19 0.11 0.19 0.27 Unif. delay d 1 65.9 46.8 32.9 57.7 38.5 13.9 65.5 57.1 62.9 50.7 51.1 Delay factor k 0.26 0.50 0.11 0.40 0.50 0.11 0.47 0.34 0.21 0.11 0.39 lncrem. delay d2 7.1 22.2 0.3 20.5 22.9 0.1 36.6 13.2 3.3 0.3 16.1 PF factor 0.941 0.615 0.615 0.840 0.390 0.121 0.919 0.844 0.919 0.844 0.752 Control delay 69.1 50.9 20.5 69.0 37.9 1.8 96.7 61.4 61.1 43.1 54.5 Lane group LOS E D c E D A F E E D D ~pprch. delay 50.4 39.2 82.0 55.4 fA,.pproach LOS D D F E lntersec. delay 48.9 Intersection LOS D HCS2000™ Copyright C 2000 University of Florida, All Rights Reserved Version 4.lf file://C:\Documents and Settin s\skab.USAI\Local Settin s\Tem \s2k88.tm 2/21/2010 Short Report Page 1 of 1 s-~ SHORT REPORT ?fJ ~Q General Information Site Information !Analyst USA/ Intersection PALOMAR AIRPORT RD./COLLEGE BL !Agency or Co. USA/ Area Type All other areas Date Performed 02121/10 !Time Period AM PEAK Jurisdiction CARLSBAD Analysis Year YEAR 2030 NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 3 1 2 2 1 1 1 1 Lane group L T R L T R L T R L TR R !Volume (vph) 650 1798 135 108 1147 59 230 600 258 92 205 195 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ~ctuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 5 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 0 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left EB Only Thru & RT 04 Thru & RT Excl. Left 07 08 Timing G = 17.0 G = 15.0 G = 35.0 G= G = 35.0 G = 14.0 G= G= Y = 4.5 Y= 6 Y= 6 Y= Y = 6 Y= 4.5 Y = Y= Duration of Analysis hrs = 0.25 Cycle Length C = 143.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 684 1893 142 114 1207 62 242 632 272 97 216 205 Lane group cap. 886 1987 626 413 1242 548 340 868 391 175 456 581 'fv/c ratio 0.77 0.95 0.23 0.28 0.97 0.11 0.71 0.73 0.70 0.55 0.47 0.35 Green ratio 0.26 0.39 0.39 0.12 0.24 0.34 0.10 0.24 0.24 0.10 0.24 0.36 Unit. delay d1 49.4 42.2 29.0 57.4 53.5 32.1 62.5 49.6 49.2 61.5 46.1 33.2 Delay factor k 0.32 0.46 0.11 0.11 0.48 0.11 0.28 0.29 0.26 0.15 0.11 0.11 lncrem. delay d2 4.3 11.1 0.2 0.4 19.1 0.1 6.8 3.1 5.3 3.8 0.8 0.4 PF factor 0.772 0.571 0.571 0.910 0.784 0.652 0.928 0.784 0.784 0.928 0.784 0.619 ~ontrol delay 42.4 35.2 16.8 52.6 61.0 21.1 64.9 42.0 43.9 60.9 36.9 20.9 Lane group LOS D D B D E c E D D E D c IApprch. delay 36.0 58.5 47.3 35.1 !Approach LOS D E D D lntersec. delay 43.6 Intersection LOS D HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1f ·I . Short Report Page 1 of l / '")-~ 30 w~ SHORT REPORT General Information Site Information Intersection PALOMAR AIRPORT Analyst USA/ RD./COLLEGE BL Agency or Co. USA/ !Area Type All other areas Date Performed 02121110 Jurisdiction CARLSBAD Time Period AM PEAK Analysis Year YEAR 2030 WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 3 1 2 2 1 1 1 1 Lane group L T R L T R L T R L TR R !Volume (vph) 650 1883 135 148 1210 65 230 600 316 100 205 195 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (P/Aj A A A A A A A A A A A A !Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 16rrival type 5 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 0 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left EB Only Thru & RT 04 Thru & RT Excl. Left 07 08 !Timing G = 17.0 G = 15.0 G = 35.0 G = G = 35.0 G = 14.0 G = G= Y= 4.5 Y= 6 Y= 6 Y= Y= 6 Y= 4.5 Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 143.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB ft\dj. flow rate 684 1982 142 156 1274 68 242 632 333 105 216 205 Lane group cap. 886 1987 626 413 1242 548 340 868 391 175 456 581 v/c ratio 0.77 1.00 0.23 0.38 1.03 0.12 0.71 0.73 0.85 0.60 0.47 0.35 Green ratio 0.26 0.39 0.39 0.12 0.24 0.34 0.10 0.24 0.24 0.10 0.24 0.36 Unit. delay d1 49.4 43.4 29.0 58.1 54.0 32.3 62.5 49.6 51.5 61.8 46.1 33.2 Delay factor k 0.32 0.50 0.11 0.11 0.50 0.11 0.28 0.29 0.38 0.19 0.11 0.11 lncrem. delay d2 4.3 19.6 0.2 0.6 32.3 0.1 6.8 3.1 16.3 5.6 0.8 0.4 PF factor 0.772 0.571 0.571 0.910 0.784 0.652 0.928 0.784 0.784 0.928 0.784 0.619 Control delay 42.4 44.4 16.8 53.5 74.6 21.2 64.9 42.0 56.7 63.0 36.9 20.9 Lane group LOS 0 D B D E c E 0 E E 0 c Apprch. delay 42.5 70.0 50.7 35.9 Approach LOS D E D D lntersec. delay 50.4 Intersection LOS D HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1f file://C:\Documents and Settin s\skab.USAI\Local Settin s\Tem \s2k94.tm 2/21/2010 Short Report Page 1 of 1 5:,[t '!>0 ~Q SHORT REPORT General Information ~ite Information Analyst USA/ Intersection PALOMAR AIRPORT RD./COLLEGE BL Agency or Co. USA/ fArea Type A If other areas Date Performed 02121110 Time Period PM PEAK Jurisdiction CARLSBAD fA.nalysis Year YEAR 2030 NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 3 1 2 2 1 1 1 1 Lane group L T R L T R L T R L TR R Volume (vph) 229 1489 345 345 1454 155 315 240 149 60 535 700 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 16rrival type 5 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 0 0 0 200 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 !Timing G = 16.0 G = 50.6 G= G= G = 45.0 G = 14.0 G= G= Y= 4.2 y = 6 Y= Y= Y= 6 Y= 4.2 Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 146.0 Lane Group Capacity, Control Delay, and LOS Determination EB W8 NB SB !Adj. flow rate 241 1567 363 363 1531 163 332 253 157 63 563 526 Lane group cap. 380 1759 554 380 1759 708 333 1093 493 171 574 493 !vic ratio 0.63 0.89 0.66 0.96 0.87 0.23 1.00 0.23 0.32 0.37 0.98 1.07 Green ratio 0.11 0.35 0.35 0.11 0.35 0.44 0.10 0.31 0.31 0.10 0.31 0.31 Unif. delay d1 62.2 45.1 40.3 64.6 44.6 25.3 66.0 37.6 38.7 61.9 50.1 50.5 Delay factor k 0.21 0.41 0.23 0.47 0.40 0.11 0.50 0.11 0.11 0.11 0.49 0.50 lncrem. delay d2 1.7 3.2 1.4 22.3 2.6 0.1 48.5 0.1 0.4 1.3 32.6 59.6 PF factor 0.918 0.646 0.646 0.918 0.646 0.471 0.929 0.703 0.703 0.929 0.703 0.703 Control delay 58.8 32.4 27.5 81.7 31.5 12.0 109.8 26.6 27.6 58.8 67.8 95.1 Lane group LOS E c c F c 8 F c c E E F fA.pprch . delay 34.5 38.8 64.0 79.7 !Approach LOS c D E E lntersec. delay 48.0 Intersection LOS D HCS2000™ Copyright () 2000 University of Florida, All Rights Reserved Version 4.If :I . \. S \T \ ? /? 1 Short Report SHORT REPORT General Information Site Information Intersection PALOMAR AIRPORT !Analyst USA/ RD./COLLEGE BL !Agency or Co. USA/ lA.rea Type All other areas Date Performed 02121110 Jurisdiction CARLSBAD !Time Period PM PEAK Analysis Year YEAR 2030 WITH PROJECT Volume and Timing ln~ut EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 3 1 2 2 1 1 1 1 Lane group L T R L T R L T R L TR R ttolume (vph) 229 1590 345 415 1557 165 315 240 218 70 535 700 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 5 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 0 0 0 200 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 Timing G = 16.0 G = 50.6 G= G= G = 45.0 G = 14.0 G= G= Y= 4.2 y = 6 Y= Y= Y= 6 Y= 4.2 Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 146.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 241 1674 363 437 1639 174 332 253 229 74 563 526 Lane group cap. 380 1759 554 380 1759 708 333 1093 493 171 574 493 v/c ratio 0.63 0.95 0.66 1.15 0.93 0.25 1.00 0.23 0.46 0.43 0.98 1.07 Green ratio 0.11 0.35 0.35 0.11 0.35 0.44 0.10 0.31 0.31 0.10 0.31 0.31 Unif. delay d1 62.2 46.5 40.3 65.0 46.0 25.5 66.0 37.6 40.8 62.3 50.1 50.5 Delay factor k 0.21 0.46 0.23 0.50 0.45 0.11 0.50 0.11 0.11 0.11 0.49 0.50 lncrem. delay d2 1.7 7.0 1.4 82.4 5.3 0.1 48.5 0.1 0. 7 1.8 32.6 59.6 PF factor 0.918 0.646 0.646 0.918 0.646 0.471 0.929 0.703 0.703 0.929 0.703 0.703 Control delay 58.8 37.1 27.5 142.0 35.1 12.1 109.8 26.6 29.4 59.6 67.8 95.1 Lane group LOS E D c F D 8 F c c E E F IApprch. delay 37.9 54.1 61.3 79.6 !Approach LOS D D E E lntersec. delay 53.9 Intersection LOS D HCS2000TM Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1f file://C:\Documents and Settin s\skab.USAI\Local Settin s\Tem \s2kAD.tm 2/2 112010 Short Report Page 1 of 1 SHORT REPORT General Information Site Information Analyst USA/ Intersection PALOMAR AIRPORT RD./CAM. VIDA Agency or Co. USA/ ~rea Type All other areas Date Performed 02121110 Time Period AM PEAK Jurisdiction CARLSBAD ~nalysis Year YEAR 2030 NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 0 1 3 0 2 1 0 1 1 1 Lane group L TR L TR L TR L T R Volume (vph} 160 1314 370 197 1122 215 190 90 35 35 40 35 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 t.ctuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. Qreen 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 0 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 !Timing G = 20.0 G = 55.0 G = G = G = 25.0 G = 25.0 G= G= Y= 5 y = 6 Y= Y= Y= 6 y = 5 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control Delav, and LOS Determination EB WB NB SB !Adj. flow rate 168 1772 207 1407 200 132 37 42 37 Lane group cap. 243 1840 243 1856 590 304 304 317 272 !vic ratio 0.69 0.96 0.85 0.76 0.34 0.43 0.12 0.13 0. 14 Green ratio 0.14 0.37 0.14 0.37 0.17 0.17 0.17 0.17 0.17 Unit. delay d1 60.6 45.0 62.1 40.2 53.7 54.7 51.7 51.8 51 .8 Delay factor k 0.26 0.47 0.38 0.31 0.11 0.11 0.11 0.11 0.11 lncrem. delay d2 8.1 13.3 24.1 1.9 0.3 1.0 0.2 0.2 0.2 PF factor 0.895 0.601 0.895 0.601 0.863 0.863 0.863 0.863 0.863 ~ontrol delay 62.3 40.4 79.6 26.0 46.7 48.2 44.8 44.9 45.0 Lane group LOS E D E c D D D D D lt\pprch. delay 42.3 32.9 47.3 44.9 ~pproach LOS D c D D lntersec. delay 39.0 Intersection LOS D HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f file://C:\Documents and Setting:s\skab .USAI\Local Settings\Temo\s2kBC.tmo 2/21/2010 Short Report Page 1 of 1 b '~ 7'0 v)~ SHORT REPORT General Information lS~ite Information Intersection PALOMAR AIRPORT Analyst USA I RD./CAM. VIDA Agency or Co. USA/ !Area Type All other areas Date Performed 02121110 Jurisdiction CARLSBAD Time Period AM PEAK ~nalysis Year YEAR 2030 WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 0 1 3 0 2 1 0 1 1 1 Lane group L TR L TR L TR L T R Volume (vph) 160 1460 370 200 1231 215 190 90 40 35 40 35 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0~95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2~0 2.0 2.0 2~0 2.0 2.0 Ext. eff. green 2.0 2~0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 0 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3~0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 ifiming G = 20.0 G = 55.0 G= G= G = 25.0 G = 25.0 G= G= Y= 5 y = 6 Y= Y= Y= 6 y = 5 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control Del a 'I, and LOS Determination EB WB NB SB Adj. flow rate 168 1926 211 1522 200 137 37 42 37 Lane group cap. 243 1845 243 1859 590 303 304 317 272 v/c ratio 0.69 1.04 0.87 0.82 0.34 0.45 0.12 0.13 0.14 Green ratio 0.14 0.37 0.14 0.37 0.17 0.17 0.17 0.17 0.17 Unif. delay d1 60.6 46.0 62.2 41.5 53.7 54.8 51.7 51.8 51.8 Delay factor k 0.26 0.50 0.40 0.36 0.11 0.11 0.11 0.11 0.11 lncrem. delay d2 8.1 33.5 26.7 3~0 0.3 1. 1 0.2 0.2 0.2 PF factor 0.895 0.601 0.895 0.601 0.863 0.863 0.863 0.863 0~863 Control delay 62.3 61.1 82.4 28.0 46.7 48.4 44.8 44.9 45.0 Lane group LOS E E F c D D D D D !Apprch. delay 61.2 34.6 47.4 44~9 !Approach LOS E c D D lntersec. delay 48.9 Intersection LOS D HCS2000TM Copyright C 2000 University of Florida. All Rights Reserved Version 4.lf file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2kC8.tmp 2/21/2010 Short Report Page 1 of 1 SHORT REPORT b-e <$0 General Information Site Information p<l Analyst USA/ Intersection PALOMAR AIRPORT RD./CAM. VIDA Agency or Co. USA! lArea Type All other areas Date Performed 02/21110 Jurisdiction CARLSBAD Time Period PM PEAK Analysis Year YEAR 2030 NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 0 1 3 0 2 1 0 1 1 1 Lane group L TR L TR L TR L T R !Volume {vph) 45 1485 175 90 1276 35 300 15 145 225 110 140 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ~ctuated (P/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. qreen 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ~rrival type 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 100 5 55 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 !Timing G = 15.0 G = 55.0 G::: G= G = 25.0 G = 25.0 G= G= Y= 5 y = 6 Y= Y= Y= 6 y = 5 Y= Y= Duration of Analysis (hrs) = 0.25 Cycle Lenqth C = 142.0 Lane Group Capacity, Control Delaf, and LOS Determination EB V\18 NB SB ~dj. flow rate 47 1747 95 1380 316 63 237 116 89 Lane group cap. 189 1936 189 1958 611 293 315 328 282 v/c ratio 0.25 0.90 0.50 0.70 0.52 0.22 0.75 0.35 0.32 Green ratio 0.11 0.39 0.11 0.39 0.18 0.18 0.18 0.18 0.18 Unif. delay d1 58.3 41.0 60.0 36.7 53.0 50.1 55.6 51.4 51.0 Delay factor k 0.11 0.42 0.11 0.27 0.12 0.11 0.31 0.11 0.11 lncrem. delay d2 0.7 6.4 2.1 1.2 0.8 0.4 9.8 0.7 0.6 PF factor 0.921 0.579 0.921 0.579 0.858 0.858 0.858 0.858 0.858 Control delay 54.4 30.1 57.4 22.4 46.3 43.3 57.4 44.7 44.4 Lane group LOS D c E c D D E D D Apprch. delay 30.7 24.6 45.8 51 .5 Approach LOS c c D D lntersec. delay 32.2 Intersection LOS c HCS2000™ Copyright 0 2000 University of Florida. All Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2kD4.tmp 2/21/2010 Short Report Page 1 of 1 (y~ JO \YQ SHORT REPORT General Information Site Information Intersection PALOMAR AIRPORT Analyst USA/ RD./CAM. VIDA !Agency or Co. USA/ !Area Type All other areas Date Performed 02121110 ~urisdiction CARLSBAD !Time Period PM PEAK !Analysis Year YEAR 2030 WITH PROJECT Volume and Timing Input EB W8 NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 0 1 3 0 2 1 0 1 1 1 Lane group L TR L TR L TR L T R !Volume (vph) 45 1670 175 95 1466 35 300 15 150 225 110 140 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated _(PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 100 5 55 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 [Timing G = 15.0 G = 55.0 G= G= G = 25.0 G= 25.0 G= G= y = 5 y;::: 6 Y= Y= Y= 6 Y= 5 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 142.0 Lane Group Ca_pacity, Control Dela ~' and LOS Determination EB WB NB SB fAdj. ftow rate 47 1942 100 1580 316 69 237 116 89 Lane group cap. 189 1939 189 1959 611 292 315 328 282 v/c ratio 0.25 1.00 0.53 0.81 0.52 0.24 0.75 0.35 0.32 Green ratio 0.11 0.39 0.11 0.39 0.18 0.18 0.18 0.18 0.18 Unif. delay d1 58.3 43.5 60.2 38.8 53.0 50.3 55.6 51.4 51.0 Delay factor k 0.11 0.50 0.13 0.35 0.12 0.11 0.31 0.11 0.11 lncrem. delay d2 0.7 20.8 2.8 2.6 0.8 0.4 9.8 0.7 0.6 PF factor 0.921 0.579 0.921 0.579 0.858 0.858 0.858 0.858 0.858 Control delay 54.4 46.0 58.2 25.0 46.3 43.5 57.4 44.7 44.4 Lane group LOS D D E c D D E D D Apprch. delay 46.2 27.0 45.8 51.5 Approach LOS D c D D lntersec. delay 39.5 Intersection LOS D HCS2000TM Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2kEO.tmp 2/21120 10 Short Report Page 1 of 1 ..,,...p. '}0 p~ SHORT REPORT General Information Site Information Analyst USA/ Intersection PALOMAR AIRPORT RD.IY ARROW DR. Agency or Co. USA/ Area Type All other areas Date Performed 02121110 Jurisdiction CARLSBAD Time Period AM PEAK Analysis Year YEAR 2030 NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 0 1 3 0 1 2 0 1 1 0 Lane group L TR L TR L TR L TR Volume (vph) 80 1152 145 207 1420 87 40 15 71 21 20 30 %Heavy veh 1 2 1 1 2 1 1 1 1 1 1 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 IArrivaiJype 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 0 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing_ Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 [Timing G = 25.0 G = 60.0 G= G= G = 25.0 G = 15.0 G= G= Y= 5 y = 6 Y= Y= Y= 6 Y= 5 Y= Y= Duration of Analysis (hrs) = 0.25 Cycle LenQth C = 147.0 Lane Group Capacity, Control Dela~, and LOS Determination EB WB NB SB !Adj. flow rate 84 1366 218 1587 42 91 22 53 Lane group cap. 304 2038 304 2054 182 534 182 291 [v/c ratio 0.28 0.67 0.72 0.77 0.23 0.17 0.12 0.18 Green ratio 0.17 0.41 0.17 0.41 0.10 0.17 0.10 0.17 Unif. delay d1 53.1 35.4 57.7 37.6 60.7 52.1 60.0 52.2 Delay factor k 0.11 0.24 0.28 0.32 0.11 0.11 0.11 0.11 lncrem. delay d2 0.5 0.9 7.9 1.9 0.7 0.2 0.3 0.3 PF factor 0.863 0.540 0.863 0.540 0.924 0.863 0.924 0.863 Control delay 46.4 20.0 57.7 22.2 56.7 45.2 55.8 45.4 Lane group LOS D c E c E D E D Apprch. delay 21.5 26.5 48.8 48.4 Approach LOS c c D D lntersec. delay 25.7 Intersection LOS c HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4 .lf ·! . t Short Report General Information !Analyst USA/ jAgency or Co. USA/ Date Performed 02121110 !Time Period AM PEAK Volume and Timing Input EB LT TH Num. of Lanes 1 3 Lane group L TR !Volume (vph) 80 1310 %Heavy veh 1 2 PHF 0.95 0.95 ~ctuated (P/A) A A Startup lost time 2.0 2.0 Ext. effg reen 2.0 2.0 Arrival type 5 5 Unit Extension 3.0 3.0 Ped/Bike/RTOR Volume 5 Lane Width 12.0 12.0 Parkin giG rad e/P a rki ng N 0 Parking/hr Bus stops/hr 0 0 Unit Extension 3.0 3.0 Phasinq Excl. Left Thru & RT 03 Timing G = 25.0 G = 60.0 G= Y= 5 y = 6 Y= SHORT REPORT Site Information Intersection PALOMAR AIRPORT RD./YARROW DR. !Area Type All other areas Jurisdiction CARLSBAD !Analysis Year YEAR 2030 WITH PROJECT WB NB RT LT TH RT LT TH RT LT 0 1 3 0 1 2 0 1 L TR L TR L 145 210 1538 90 78 15 75 25 1 1 2 1 1 1 1 1 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 A A A A A A A A 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 5 5 5 5 5 3.0 3.0 3.0 3.0 3.0 0 5 0 5 0 5 12.0 12.0 12.0 12.0 12.0 N N 0 N N 0 N N 0 0 0 0 0 3.0 3.0 3.0 3.0 3.0 04 Thru & RT Excl. Left 07 G= G = 25.0 G = 15.0 G= Y= Y= 6 y = 5 Y= Page 1 of 1 1-1\- '2;0 w~ SB TH RT 1 0 TR 20 30 1 1 0.95 0.95 A A 2.0 2.0 5 3.0 0 12.0 0 N 0 3.0 08 G= Y= Duration of Analysis (hrs = 0.25 Cvcle Lenqth C = 147.0 Lane Group Capacity, Control Dela', and LOS Determination EB WB NB SB fAdj. flow rate 84 1532 221 1714 82 95 26 53 Lane group cap. 304 2042 304 2055 182 533 182 291 ~/c ratio 0.28 0.75 0.73 0.83 0.45 0.18 0. 14 0.18 Green ratio 0.17 0.41 0.17 0.41 0.10 0.17 0.10 0.17 Unif. delay d1 53.1 37.1 57.8 39.0 62.1 52.2 60.1 52.2 Delay factor k 0.11 0.31 0.29 0.37 0.11 0.11 0.11 0.11 lncrem. delay d2 0.5 1.6 8.5 3.1 1.8 0.2 0.4 0.3 PF factor 0.863 0.540 0.863 0.540 0.924 0.863 0.924 0.863 Control delay 46.4 21.6 58.3 24.2 59.2 45.2 55.9 45.4 Lane group LOS D c E c E D E D f.pprch. delay 22.9 28.1 51.7 48.9 f.pproach LOS c c D 0 I ntersec. delay 27.4 Intersection LOS c HCS2000™ Copyright Q 2000 University of Florida, All Rights Reserved Version 4.1f file://C:\Docurnents and Settin s\skab.USAI\Local Settin s\Tem \s2kF8.tm 2/21/2010 Short Report SHORT REPORT General Information Site Information !Analyst USA! Intersection !Agency or Co. USA/ !Area Type Date Performed 02121110 Jurisdiction PALOMAR AIRPORT RD./YARROW DR. All other areas CARLSBAD Page 1 of 1 1 ~ '50 ~? !Time Period PM PEAK ~nalysis Year YEAR 2030 NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 0 1 3 0 1 2 0 1 1 0 Lane group L TR L TR L TR L TR rvolume (vph) 50 1729 75 130 1194 60 115 15 270 80 20 75 %Heavy veh 1 2 1 1 2 1 1 1 1 1 1 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 5 0 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasinq Excl. Left Thru & RT 03 04 Thru & RT Excl. Left 07 08 Timing G = 15.0 G = 60.0 G= G= G = 25.0 G = 25.0 G= G= Y= 5 y = 6 Y= Y= Y= 6 y = 5 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Lenqth C = 147.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB IAdj. flow rate 53 1899 137 1320 121 300 84 100 Lane group cap. 182 2059 182 2057 304 523 304 282 !vic ratio 0.29 0.92 0.75 0.64 0.40 0.57 0.28 0.35 Green ratio 0. 10 0.41 0.10 0.41 0.17 0.17 0.17 0.17 Unif. delay d1 61.1 41.3 64.2 34.9 54.3 56.1 53.1 53.9 Delay factor k 0.11 0.44 0.31 0.22 0.11 0.17 0.11 0.11 lncrem. delay d2 0.9 7.5 16.2 0.7 0.9 1.5 0.5 0.8 PF factor 0.924 0.540 0.924 0.540 0.863 0.863 0.863 0.863 Control delay 57.3 29.8 75.5 19.5 47.7 50.0 46.4 47.3 Lane group LOS E c E B D D D D IApprch. delay 30.6 24.8 49.3 46.9 !Approach LOS c c D D lntersec. delay 31.2 Intersection LOS c HCS2000™ Copyright© 2000 University of Florida, All Rights Reserved Version 4.lf file://C: \Documents and Settings\skab .USAI\Local Settings\ Temp \s2k2F. tmp 2/24/2010 Short Report ~eneral Information Analyst USA/ Agency or Co. USA/ Date Performed 02121110 Time Period PM PEAK Volume and Timing Input EB LT TH Num. of Lanes 1 3 Lane group L TR Volume (vph) 50 1919 %Heavy veh 1 2 PHF 0.95 0.95 Actuated (PIA) A A Startup lost time 2.0 2.0 Ext. eft. green 2.0 2.0 !Arrival type 5 5 Unit Extension 3.0 3.0 Ped/Bike/RTOR Volume 5 Lane Width 12.0 12.0 Parking/Grade/Parking N 0 Parking/hr Bus stops/hr 0 0 Unit Extension 3.0 3.0 Phasing Excl. Left Thru & RT 03 Timing G = 15.0 G = 60.0 G= Y= 5 Y = 6 Y= SHORT REPORT Site Information Intersection PALOMAR AIRPORT RD./YARROW DR. Area Type All other areas Jurisdiction CARLSBAD Analysis Year YEAR 2030 WITH PROJECT WB NB RT LT TH RT LT TH RT LT 0 1 3 0 1 2 0 1 L TR L TR L 75 135 1388 65 133 15 275 80 1 1 2 1 1 1 1 1 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 A A A A A A A A 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 5 5 5 5 5 3.0 3.0 3.0 3.0 3.0 0 5 0 5 0 5 12.0 12.0 12.0 12.0 12.0 N N 0 N N 0 N N 0 0 0 0 0 3.0 3.0 3.0 3.0 3.0 04 Thru & RT Excl. Left 07 G= G = 25.0 G = 25.0 G= Y= y = 6 Y = 5 Y = Page 1 of 1 SB TH 1 TR 20 1 0.95 A 2.0 2.0 5 3.0 12.0 0 0 3.0 G= Y= 1-e 7j) wQ RT 0 75 1 0.95 A 0 N 08 Duration of Analysis (hrs = 0.25 Cycle Length C = 147.0 Lane Group Cap_acity, Control Delay, and LOS Determination EB WB NB SB fA,dj. flow rate 53 2099 142 1529 140 305 84 100 Lane group cap. 182 2060 182 2058 304 523 304 282 v/c ratio 0.29 1.02 0.78 0.74 0.46 0.58 0.28 0.35 Green ratio 0.10 0.41 0.10 0.41 0.17 0.17 0.17 0.17 Unif. delay d 1 61 .1 43.5 64.4 36.9 54.9 56.2 53.1 53.9 Delay factor k 0.11 0.50 0.33 0.30 0.11 0.17 0.11 0.11 lncrem. delay d2 0.9 24.7 19.3 1.5 1.1 1.7 0.5 0.8 PF factor 0.924 0.540 0.924 0.540 0.863 0.863 0.863 0.863 Control delay 57.3 48.2 78.8 21.5 48.5 50.2 46.4 47.3 Lane group LOS E D E c D D D 0 fA.pprch. delay 48.4 26.3 49.7 46.9 fA.pproach LOS 0 c D D lntersec. delay 40.2 Intersection LOS D HCSlOOO™ Copyright 10 2000 University of Florida, All Rights Reserved Version 4.1 f file://C:\Documents and Settin s\skab.USAI\Local Settin s\Tem \s2k11 O.tm 2/2 112010 Short Report Page 1 of 1 '6-P. SHORT REPORT 3'0 tJ~ General Information Site Information Intersection EL CAMINO REAL@ !Analyst USA/ PALOMAR AIRPOR !Agency or Co. USA/ Area Type All other areas Date Performed 02121110 Jurisdiction CARLSBAD n-ime Period 2030AMPEAK Analysis Year 2030 N .. PROJ.-WITH MITIGATION Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 3 2 2 3 2 2 3 1 Lane group L T R L T R L T R L T R Volume (vph) 168 964 128 412 1360 583 75 671 391 390 663 273 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 5 6 5 5 6 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left WB Only Thru & RT 04 Excl. Left SB Only Thru & RT 08 Timing G = 15.0 G= 9.0 G = 50.0 G= G = 15.0 G = 20.0 G = 25.0 G= Y= 0 Y= 4.2 y = 6 Y= Y= 0 Y= 4.2 y = 6 Y= Duration of Analysis hrs = 0.25 Cycle Length C = 154.4 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB iAdJ. flow rate 177 1015 135 434 1432 614 79 706 412 411 698 287 Lane group cap. 337 1643 516 540 2077 1902 337 822 836 787 1617 727 v/c ratio 0.53 0.62 0.26 0.80 0.69 0.32 0.23 0.86 0.49 0.52 0.43 0.39 Green ratio 0.10 0.32 0.32 0.16 0.41 0.67 0.10 0.16 0.30 0.23 0.32 0.45 Unif. delay d1 66.3 44.1 38.6 62.9 37.5 10.4 64.4 63.0 44.6 52.4 41 .6 28.0 Delay factor k 0.13 0.20 0.11 0.35 0.26 0.11 0.11 0.39 0.11 0.13 0.11 0.11 lncrem. delay d2 0.5 0.2 0.1 3.2 0.3 0.0 0.1 3.5 0.2 0.2 0.1 0.1 PF factor 0.928 0.521 0.681 0.877 0.307 0.154 0.928 0.871 0.717 0.805 0.688 0.444 feontrol delay 62.1 23.2 26.3 58.4 11.9 1.6 59.9 58.3 32.1 42.4 28.7 12.6 Lane group LOS E c c E B A E E c D c B IApprch. delay 28.7 17.5 49.4 29.4 !Approach LOS c B D c lntersec. delay 28.4 Intersection LOS c Hcszooo™ Copyright 10 2000 University of Florida, All Rights Reserved Version 4.1 f ·I . . p \ Short Report Page 1 of 1 ~A SHORT REPORT '?JD \))Q General Information Site Information Intersection EL CAMINO REAL@ ~nalyst USA/ PALOMAR AIRPOR ~gency or Co. USA/ ~rea Type All other areas Date Performed 02121110 Jurisdiction CARLSBAD !Time Period 2030AMPEAK ~nalysis Year 2030 W PROJ.-WITH MITIGATION Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 3 2 2 3 2 2 3 1 Lane group L T R L T R L T R L T R Volume (vph) 190 980 183 435 1383 583 220 693 407 390 692 302 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (P/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 6 5 5 6 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasinq Excl. Left WB Only Thru & RT 04 Excl. Left SB Only Thru & RT 08 !Timing G = 15.0 G = 9.0 G = 50.0 G= G = 15.0 G = 20.0 G = 25.0 G= Y= 0 y = 4.2 y = 6 Y= y = 0 y = 4.2 Y= 6 Y= Duration of Analysis hrs = 0.25 Cycle Length C = 154.4 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB !Adj. flow rate 200 1032 193 458 1456 614 232 729 428 411 728 318 Lane group cap. 337 1643 516 540 2077 1902 337 822 836 787 1617 727 vic ratio 0.59 0.63 0.37 0.85 0.70 0.32 0.69 0.89 0.51 0.52 0.45 0.44 Green ratio 0.10 0.32 0.32 0.16 0.41 0.67 0.10 0.16 0.30 0.23 0.32 0.45 Unit. delay d1 66.8 44.3 40.2 63.4 37.8 10.4 67.4 63.3 44.9 52.4 41.8 28.7 Delay factor k 0.18 0.21 0.11 0.38 0.27 0.11 0.26 0.41 0.12 0.13 0.11 0.11 lncrem. delay d2 1.0 0.3 0.2 4.7 0.4 0.0 2.1 4.5 0.2 0.2 0.1 0.1 PF factor 0.928 0.521 0.681 0.877 0.307 0.154 0.928 0.871 0.717 0.805 0.688 0.444 Control delay 63.0 23.4 27.5 60.3 12.0 1.6 64.7 59.7 32.4 42.4 28.9 12.9 Lane group LOS E c c E 8 A E E c D c 8 Apprch. delay 29.5 18.2 52.1 29.2 Approach LOS c 8 D c lntersec. delay 29.9 Intersection LOS c HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4. If file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k13F.tmp 2/21/2010 Short Report Page 1 of 1 SHORT REPORT General Information Site Information Intersection EL CAMINO REAL@ ~nalyst USA/ PALOMAR AIRPOR ~gency or Co. USA/ !Area Type All other areas Date Performed 02121110 Jurisdiction CARLSBAD [Time Period 2030 PM PEAK !Analysis Year 2030 NO PROJ.-WITH MITIGATION Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH Num. of Lanes 2 3 1 2 3 2 2 3 2 2 3 Lane group L T R L T R L T R L T Volume (vph) 313 1663 106 439 1013 471 152 877 513 735 916 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ~ctuated (P/A) A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 6 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 0 5 0 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left WB Only Thru & RT 04 Excl. Left SB Only Thru & RT Timing G = 15.0 G = 9.0 G = 55.0 G= G = 15.0 G = 17.0 G = 29.0 G= y = 0 Y= 4.2 y = 6 Y= y = 0 y = 4.2 y = 6 Y= Duration of Analysis hrs = 0.25 Cycle Length C = 160.4 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 329 1751 112 462 1066 496 160 923 540 774 964 Lane group cap. 325 1740 548 519 2157 1868 325 917 1041 692 1588 v/c ratio 1.01 1.01 0.20 0.89 0.49 0.27 0.49 1.01 0.52 1.12 0.61 Green ratio 0.09 0.34 0.34 0.15 0.43 0.66 0.09 0.18 0.37 0.20 0.31 Unif. delay d1 72.7 52.7 37.2 66.9 33.5 11.1 69.1 65.7 39.6 64.2 46.7 Delay factor k 0.50 0.50 0.11 0.41 0.11 0.11 0.11 0.50 0.12 0.50 0.19 lncrem. delay d2 32.6 14.3 0.1 7.1 0.1 0.0 0.4 19.2 0.2 60.9 0.2 PF factor 0.931 0.478 0.652 0.883 0.507 0.148 0.931 0.853 0.612 0.834 0.696 Control delay 100.3 39.5 24.3 66.2 17.1 1.7 64.7 75.2 24.4 114.4 32.8 Lane group LOS F D c E B A E E c F c Apprch. delay 47.9 24.5 57.3 62.9 Approach LOS D c E E lntersec. delay 47.5 Intersection LOS D HCS2000TM Copyright © 2000 University of Florida, All Rights Reserved RT 1 R 210 1 0.95 A 2.0 2.0 5 3.0 0 12.0 N 0 3.0 08 221 707 0.31 0.44 28.8 0.11 0.1 0.468 13.6 B <3-f }0 tl(l Version 4.1f . I ·\ \ I I Short Report Page 1 of 1 3R SHORT REPORT General Information Site Information Intersection EL CAMINO REAL@ Analyst USA/ PALOMAR AIRPOR Agency or Co. USA/ ~rea Type All other areas Date Performed 02121110 Jurisdiction CARLSBAD Time Period 2030PM PEAK ~nalysis Year 2030 WIPROJECT-WITH MITIGATION Volume and Timing Input EB W8 NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 3 2 2 3 2 2 3 1 Lane group L T R L T R L T R L T R Volume (vphJ 350 1690 195 466 1040 471 324 913 540 735 951 245 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 6 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 5 0 0 5 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. left WB Only Thru & RT 04 Excl. Left SB Only Thru & RT 08 Timing G = 15.0 G= 9.0 G = 55.0 G= G = 15.0 G = 17.0 G = 29.0 G= y = 0 Y = 4.2 Y= 6 Y= Y= 0 Y= 4.2 Y= 6 Y= Duration of Analysis hrs = 0.25 Cycle Length C = 160.4 Lane Group Ca]!_acity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 368 1779 205 491 1095 496 341 961 568 774 1001 258 Lane group cap. 325 1740 548 519 2157 1868 325 917 1041 692 1588 707 v/c ratio 1.13 1.02 0.37 0.95 0.51 0.27 1.05 1.05 0.55 1.12 0.63 0.36 !Green ratio 0.09 0.34 0.34 0.15 0.43 0.66 0.09 0.18 0.37 0.20 0.31 0.44 Unif. delay d1 72.7 52.7 39.7 67.6 33.8 11. 1 72.7 65.7 40.1 64.2 47.2 29.6 Delay factor k 0.50 0.50 0.11 0.46 0.12 0.11 0.50 0.50 0.15 0.50 0.21 0.11 lncrem. delay d2 73.1 18.9 0.2 12.8 0.1 0.0 43.3 31.8 0.2 60.9 0.3 0.1 PF factor 0.931 0.478 0.652 0.883 0.507 0.148 0.931 0.853 0.612 0.834 0.696 0.468 Control delay 140.8 44.1 26.1 72.4 17.2 1. 7 111.0 87.8 24.8 114.4 33.1 14.0 Lane group LOS F D c E B A F F c F c B Apprch. delay 57.7 26.5 72.9 61.6 Approach LOS E c E E lntersec. delay 54.3 Intersection LOS D HCS2000™ Copyright © 2000 Universiry of Florida, All Rights Reserved Version 4.1f file:/ /C: \Documents and Settings\skab. USAJ\Local Settings\ Temp \s2k 126. tmp 2/21/2010 ~0 vJ~ Short Report Page 1 of 1 C\~ 3D p~ SHORT REPORT General Information Site Information Analyst Urban Systems Intersection PAR@ LOKER AVE. WEST Agency or Co. USA/ !Area Type All other areas Date Performed 02/21110 Jurisdiction CARLSBAD Time Period AM PEAK !Analysis Year YEAR 2030 NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 1 1 3 0 2 1 0 1 1 1 Lane group L T R L TR L TR L T R Volume (vph) 290 1233 222 250 2099 100 141 100 150 50 65 115 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A A Startup lost time 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.0 Ext. eft. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 50 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 !Timing G = 25.0 G = 65.0 G= G= G = 15.0 G = 20.0 G= G= Y= 5 y = 6 Y= Y= y = 5 Y= 6 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB !Adj. flow rate 305 1298 234 263 2314 148 210 53 68 121 Lane group cap. 292 2209 919 292 2195 331 223 170 241 549 v/c ratio 1.04 0.59 0.25 0.90 1.05 0.45 0.94 0.31 0.28 0.22 Green ratio 0. 16 0.44 0.58 0.16 0.44 0.10 0.13 0.10 0.13 0.35 Unif. delay d1 61.5 31.5 15.3 60.3 41.5 62.8 63.5 62.0 57.8 33.9 Delay factor k 0.50 0.18 0.11 0.42 0.50 0.11 0.45 0.1 1 0.11 0.11 lncrem. delay d2 64.8 0.4 0.1 28.7 35.4 1.0 44.2 1. 1 0.6 0.2 PF factor 0.870 0.486 0.119 0.870 0.486 0.930 0.901 0.930 0.901 0.646 Control delay 118.3 15.7 2.0 81.2 55.6 59.4 101.3 58.7 52.8 22.1 Lane group LOS F B A F E E F E D c ~pprch. delay 31.0 58.2 84.0 38.7 !Approach LOS c E F D lntersec. delay 49.1 Intersection LOS D HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1f s . ') t I Short Report Page 1 of 1 SHORT REPORT General Information Site Information f.nalyst Urban Systems Intersection PAR @ LOKER AVE. WEST 0\-~ 1.?0 \))~ fAgency or Co. USA/ Area Type All other areas Jurisdiction CARLSBAD Date Performed 02121110 YEAR 2030 WITH !rime Period AM PEAK Analysis Year PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 1 1 3 0 2 1 0 1 1 1 Lane group L T R L TR L TR L T R Volume (vph) 290 1262 225 250 2141 100 145 100 150 50 65 115 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (P/A) A A A A A A A A A A A A Startup lost time 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.0 Ext. eff. qreen 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 50 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasinq Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 Timing G::: 25.0 G:::: 65.0 G= G= G = 15.0 G::: 20.0 G::: G= Y= 5 y::: 6 Y= Y= y = 5 y = 6 Y= y::: Duration of Analysis (hrs = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control Dela\, and LOS Determination EB WB NB SB Adj. flow rate 305 1328 237 263 2359 153 210 53 68 121 Lane group cap. 292 2209 919 292 2195 331 223 170 241 549 v/c ratio 1.04 0.60 0.26 0.90 1.07 0.46 0.94 0.31 0.28 0.22 Green ratio 0.16 0.44 0.58 0.16 0.44 0.10 0.13 0.10 0.13 0.35 Unif. delay d1 61.5 31.7 15.4 60.3 41.5 62.9 63.5 62.0 57.8 33.9 Delay factor k 0.50 0.19 0.11 0.42 0.50 0.11 0.45 0.11 0.11 0.11 I ncrem. delay d2 64.8 0.5 0.1 28.7 42.9 1.0 44.2 1.1 0.6 0.2 PF factor 0.870 0.486 0.119 0.870 0.486 0.930 0.901 0.930 0.901 0.646 Control delay 118.3 15.9 2.0 81.2 63.0 59.5 101.3 58.7 52.8 22.1 Lane group LOS F B A F E E F E D c Apprch. delay 30.8 64.9 83.7 38.7 ~pproach LOS c E F D lntersec. delay 52.5 Intersection LOS D HCS2000™ Copyright rD 2000 University of Florida, All Rights Reserved Version 4. If file://C:\Documents and Settin s\skab.USAI\Local Settin s\Temp s2k157.tm 2/21/2010 Short Report Page 1 of 1 q.(? SHORT REPORT lj) ~~ General Information Site Information Analyst Urban Systems Intersection PAR @ LOKER AVE. WEST Agency or Co. USA/ Area Type All other areas Date Performed 02121110 Jurisdiction CARLSBAD Time Period PM PEAK Analysis Year YEAR 2030 NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 1 1 3 0 2 1 0 1 1 1 Lane group L T R L TR L TR L T R Volume (vph) 160 2616 135 200 1325 60 225 60 100 105 150 370 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A A Startup lost time 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival_ type 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 lfiming G = 18.0 G= 75.0 G= G= G = 15.0 G = 18.0 G= G = Y= 4.5 Y= 6 Y= Y= y = 4.5 Y = 6 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control Del a~ , and LOS Determination EB W8 NB SB Adj flow rate 168 2754 142 211 1458 237 168 111 158 389 Lane group cap. 207 2554 1029 207 2538 331 195 170 215 451 vic ratio 0.81 1.08 0.14 1.02 0.57 0.72 0.86 0.65 0.73 0.86 Green ratio 0.12 0.50 0.65 0.12 0.50 0.10 0.12 0.10 0.12 0.29 Unif. delay d1 63.4 36.5 10.1 65.0 25.5 64.6 63.8 64.2 62.8 49.8 Delay factor k 0.35 0.50 0.11 0.50 0.17 0.28 0.39 0.23 0.29 0.39 lncrem. delay d2 16.6 41 .4 0.0 59.2 0.2 7.2 30.3 8.7 12.3 15.7 PF factor 0.913 0.324 0.141 0.913 0.324 0.930 0.913 0.930 0.913 0.733 Control delay 74.5 53.3 1.5 118.5 8.5 67.3 88.6 68.3 69.7 52.2 Lane group LOS E 0 A F A E F E E 0 Apprch. delay 52.0 22.4 76.1 59.1 Approach LOS 0 c E E lntersec. delay 46.0 Intersection LOS 0 HCS2000™ Copyright © 2000 University of Florida, All Rights Reserved Version 4.1 f \ Short Report Page 1 of 1 SHORT REPORT General Information !Site Information f.nalyst Urban Systems Intersection PAR @ LOKER AVE. WEST L\_q ~tO \J)q ~rea Type All other areas ~gency or Co. USA/ ~urisdiction CARLSBAD Date Performed 02121110 Time Period PM PEAK f,nalysis Year YEAR 2030 WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 3 1 1 3 0 2 1 0 1 1 1 Lane group L T R L TR L TR L T R Volume (vph) 160 2665 140 200 1377 60 230 60 100 105 150 370 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (P/A) A A A A A A A A A A A A Startup lost time 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 PhasinQ Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 Timing G = 18.0 G = 75.0 G= G= G = 15.0 G = 18.0 G= G= y = 4.5 y = 6 Y= Y= y = 4.5 Y= 6 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 168 2805 147 211 1512 242 168 111 158 389 Lane group cap. 207 2554 1029 207 2539 331 195 170 215 451 v/c ratio 0.81 1.10 0.14 1.02 0.60 0.73 0.86 0.65 0.73 0.86 Green ratio 0.12 0.50 0.65 0.12 0.50 0.10 0.12 0.10 0.12 0.29 Unif. delay d1 63.4 36.5 10.1 65.0 25.9 64.7 63.8 64.2 62.8 49.8 Delay factor k 0.35 0.50 0.11 0.50 0.18 0.29 0.39 0.23 0.29 0.39 lncrem. delay d2 16.6 49.5 0.0 59.2 0.3 8.0 30.3 8.7 12.3 15.7 PF factor 0.913 0.324 0.141 0.913 0.324 0.930 0.913 0.930 0.913 0.733 Control delay 74.5 61.3 1.5 118.5 8.7 68.2 88.6 68.3 69.7 52.2 Lane group LOS E E A F A E F E E 0 ~pprch. delay 59.2 22.1 76.5 59.1 ~pproach LOS E c E E lntersec. delay 49.6 Intersection LOS 0 HCS2000™ Copyright 0 2000 University of florida, All Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2kl79.tmp 2/21/2010 Short Report Page 1 of 1 SHORT REPORT K3eneral Information Site Information f,nalyst Urban Systems Intersection PAR@ EL FUERTE ST. f.gency or Co. USA/ V\rea Type All other areas Date Performed 02121110 Jurisdiction CARLSBAD Time Period AM PEAK fAn a lysis Year YEAR 2030 NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 3 0 2 2 0 2 2 0 Lane group L T R L TR L TR L TR ~olume (vph) 272 964 194 310 2213 210 139 130 150 120 205 84 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ft\ctuated (PIA) A A A A A A A A A A A A Startup lost time 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 5 4 4 4 4 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 10 0 5 10 50 5 5 50 5 5 45 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 Timing G= 23.0 G = 67.0 G= G= G = 15.0 G = 21.0 G= G= Y= 4.5 Y= 6 Y= Y= y::: 4.5 y = 6 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control DeiC!Y, and LOS Determination EB WB NB SB Adj. flow rate 286 1015 204 326 2497 146 242 126 257 Lane group cap. 525 2402 929 524 2399 331 471 331 494 v/c ratio 0.54 0.42 0.22 0.62 1.04 0.44 0.51 0.38 0.52 Green ratio 0.15 0.45 0.59 0.15 0.45 0.10 0.14 0.10 0.14 Unit. delay d1 57.9 27.5 14.1 58.6 40.5 62.8 59.0 62.4 59.0 Delay factor k 0.14 0.11 0.11 0.21 0.50 0.11 0.12 0.11 0.13 lncrem. delay d2 1.2 0.1 0.1 2.3 30.1 0.9 1.0 0.7 1.0 PF factor 0.883 0.457 0.123 0.883 0.457 1.000 1.000 1.000 1.000 Control delay 52.3 12.7 1.8 54.0 48.6 63.7 60.0 63.2 60.0 Lane group LOS 0 a A 0 D E E E E Apprch. delay 18.7 49.2 61.4 61.1 Approach LOS a D E E I ntersec. delay 42.0 Intersection LOS 0 \0 -~ ~D ~Q lfCSJOOO™ Copyright 0 2000 University of Florida. All Rights Reserved Version 4.lf ·/ . \ I Short Report Page 1 of 1 1\ ,o---~ 30 \})~ SHORT REPORT General Information Site Information Analyst Urban Systems Intersection PAR@ EL FUERTE ST. Area Type All other areas Agency or Co. USA/ Jurisdiction CARLSBAD Date Performed 02121110 Time Period AM PEAK Analysis Year YEAR 2030 WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 3 0 2 2 0 2 2 0 Lane group L T R L TR L TR L TR Volume (vph) 275 987 200 310 2251 210 145 130 150 120 205 95 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A A Startup lost time 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ext. eft. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 5 4 4 4 4 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 10 0 5 10 50 5 5 50 5 5 45 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasinq Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 Timing G = 23.0 G = 67.0 G= G = G = 15.0 G = 21.0 G= G= Y= 4.5 y = 6 Y= Y= Y= 4.5 Y= 6 Y= Y= Duration of Analysis_(hrs} = 0.25 Cycle Lenqth C = 147.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 289 1039 211 326 2537 153 242 126 269 Lane group cap. 525 2402 929 524 2400 331 471 331 491 tvtc ratio 0.55 0.43 0.23 0.62 1.06 0.46 0.51 0.38 0.55 Green ratio 0.15 0.45 0.59 0.15 0.45 0.10 0.14 0.10 0.14 Unif. delay d1 57.9 27.7 14.1 58.6 40.5 62.9 59.0 62.4 59.3 Delay factor k 0.15 0.11 0.11 0.21 0.50 0.11 0.12 0.11 0.15 lncrem. delay d2 1.2 0.1 0.1 2.3 35.7 1.0 1.0 0.7 1.3 PF factor 0.883 0.457 0.123 0.883 0.457 1.000 1.000 1.000 1.000 Control delay 52.4 12.8 1.9 54.0 54.2 64.0 60.0 63.2 60.6 Lane group LOS 0 8 A 0 0 E E E E !Apprch. delay 18.7 54.2 61.5 61.4 !Approach LOS 8 0 E E lntersec. delay 44.8 Intersection LOS 0 HCS2000™ Copyright © 2000 University of Florida, All Rights Reserved Version 4.1f file://C:\Documents and Settin s\skab.USAI\Local Settin s\Tem \s2k192.tm 2/21/2010 Short Report General Information !Analyst Urban Systems !Agency or Co. USA! Date Performed 02121110 SHORT REPORT lsite Information Intersection !Area Type Wurisdiction PAR@ EL FUERTE ST. All other areas CARLSBAD Page 1 of 1 ,oJ? ·~ ~q tTime Period PM PEAK !Analysis Year YEAR 2030 NO PROJECT Volume and Timinq Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 3 0 2 2 0 2 2 0 Lane group L T R L TR L TR L TR [Volume (vph) 125 2596 200 235 1183 100 220 200 275 230 150 275 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (PIA) A A A A A A A A A A A A Startup lost time 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 5 5 5 5 5 4 4 4 4 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 10 0 5 10 50 5 5 50 5 5 150 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 PhasinQ Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 rTiming G :::: 16.0 G:::: 75.0 G = G= G = 13.0 G = 25.0 G= G= Y= 4.5 Y= 6 Y = Y= Y= 4.5 y = 6 Y= Y= Duration of Analysis (hrs) = 0.25 Cvcle Lenath C = 150.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB IAdj. flow rate 132 2733 211 247 1298 232 448 242 290 Lane group cap. 351 2508 973 350 2516 278 517 278 524 v/c ratio 0.38 1.09 0.22 0.71 0.52 0.83 0.87 0.87 0.55 Green ratio 0.10 0.49 0.62 0.10 0.49 0.08 0.16 0.08 0.16 Unit. delay d1 63.1 38.0 12.5 65.4 25.8 68.0 61.4 68.2 58.1 Delay factor k 0.11 0.50 0.11 0.27 0.12 0.37 0.40 0.40 0.15 lncrem. delay d2 0.5 46.1 0.1 4.8 0.1 19.2 14.4 24.5 1.3 PF factor 0.926 0.351 0.132 0.926 0.351 1.000 1.000 1.000 1.000 Control delay 59.0 59.4 1.7 65.3 9.2 87.3 75.9 92.7 59.3 Lane group LOS E E A E A F E F E IApprch. delay 55.5 18.2 79.8 74.5 !Approach LOS E 8 E E lntersec. delay 50.2 Intersection LOS 0 HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f ·\ I Short Report Page 1 of 1 0 \O--~ ~ SHORT REPORT General Information Site Information !Analyst Urban Systems Intersection PAR @ EL FUERTE ST. Area Type All other areas !Agency or Co. USA/ Jurisdiction CARLSBAD Date Performed 02121110 lfime Period PM PEAK Analysis Year YEAR 2030 WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 3 0 2 2 0 2 2 0 Lane group L T R L TR L TR L TR !Volume (vph) 130 2635 210 235 1227 100 230 200 275 230 150 280 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (PIA) A A A A A A A A A A A A Startup lost time 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ext. eff. Qreen 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 5 5 5 5 5 4 4 4 4 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 10 0 5 10 50 5 5 50 5 5 150 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 PhasinQ Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 Timing G = 16.0 G = 75.0 G= G= G = 13.0 G = 25.0 G= G= Y= 4.5 y = 6 Y= Y= y = 4.5 Y= 6 Y= Y= Duration of Anajy_sis (hrs = 0.25 Cycle Length C = 150.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 137 2774 221 247 1345 242 448 242 295 Lane group cap. 351 2508 973 350 2516 278 517 278 524 v/c ratio 0.39 1. 11 0.23 0. 71 0.53 0.87 0.87 0.87 0.56 Green ratio 0.10 0.49 0.62 0.10 0.49 0.08 0.16 0.08 0.16 Unif. delay d 1 63.2 38.0 12.6 65.4 26.1 68.2 61.4 68.2 58.2 Delay factor k 0.11 0.50 0.11 0.27 0.14 0.40 0.40 0.40 0.16 I ncrem. delay d2 0.5 52.8 0.1 4.8 0.2 24.5 14.4 24.5 1.4 PF factor 0.926 0.351 0.132 0.926 0.351 1.000 1.000 1.000 1.000 Control delay 59.1 66.1 1.7 65.3 9.3 92.7 75.9 92.7 59.6 Lane group LOS E E A E A F E F E fA.pprch. delay 61.3 18.0 81.8 74.5 fA.pproach LOS E B F E I ntersec. delay 53.3 Intersection LOS D HCS2000™ Copyright fO 2000 University of Florida. All Rights Reserved Version 4.lf file://C:\Documents and Settings\skab.USAI\Local Settin s\Tem \s2k1AA.tm 2/21/2010 Short Report SHORT REPORT General Information Site Information Page 1 of 1 ..._ ,,_ -t' ~0 ~Q Intersection MELROSE DR.@ PALOMAR Analyst USA! AIRPOR Agency or Co. USA/ !Area Type All other areas Date Performed 02/21110 Jurisdiction CARLSBAD Time Period 2030AM PEAK !Analysis Year YEAR 2030 NO PROJ.IvV MIT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 3 1 2 4 1 2 3 2 Lane group L T R L T R L T R L T R Volume (vph) 447 652 101 100 1499 90 474 880 155 50 1040 896 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 5 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 10 0 5 10 0 5 10 0 5 10 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 ~iming G = 19.0 G = 50.0 G= G = G = 22.0 G = 39.0 G = G= Y= 5 Y= 6 Y= Y= y = 5 Y= 6 Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 152.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB !Adj. flow rate 471 686 106 105 1578 95 499 926 163 53 1095 943 Lane group cap. 434 1669 804 434 1746 804 502 1736 658 502 1302 2170 ~lc ratio 1.09 0.41 0.13 0.24 0.90 0.12 0.99 0.53 0.25 0.11 0.84 0.43 Green ratio 0.13 0.33 0.51 0.13 0.33 0.51 0.14 0.26 0.42 0.14 0.26 0.78 Unif. delay d1 66.5 39.6 19.3 60.0 48.7 19.2 64.9 48.7 28.4 56.5 53.6 5.4 Delay factor k 0.50 0.11 0.11 0.11 0.42 0.11 0.50 0.14 0.11 0.11 0.38 0.11 lncrem. delay d2 68.1 0.2 0.1 0.3 7.1 0.1 38.5 0.3 0.2 0.1 5.1 0.1 PF factor 0.905 0.673 0.297 0.905 0.673 0.297 0.887 0.770 0.515 0.887 0.770 0.230 Control delay 128.3 26.8 5.8 54.6 39.9 5.8 96.1 37.8 14.8 50.2 46.4 1.4 Lane group LOS F c A D D A F D B D 0 A Apprch. delay 62.9 38.9 53.8 26.2 Approach LOS E D D c lntersec. delay 43.0 Intersection LOS 0 HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.lf file://(;:\Docnments and SettinP's\sbh_TTS AT\T .ocBl Settim,.s\Temn\s2k~O.tmn 2/24/2010 Short Report General Information ~nalyst USA/ lt\gency or Co. USA/ Date Performed 02121110 Time Period 2030AMPEAK Volume and Timing Input EB LT TH Num. of Lanes 2 3 Lane group L T !Volume (vph) 450 660 % Heavyveh 1 2 PHF 0.95 0.95 !Actuated (PIA) A A Startup lost time 2.0 2.0 Ext. eff. Qreen 2.0 2.0 !Arrival type 5 5 Unit Extension 3.0 3.0 Ped/Bike/RTOR Volume 5 10 Lane Width 12.0 12.0 Parking/Grade/Parking N 0 Parking/hr Bus stops/hr 0 0 Unit Extension 3.0 3.0 Phasing Excl. Left Thru & RT 03 jnming G = 19.0 G = 50.0 G= Y= 5 y = 6 Y= Duration of Analysis hrs = 0.25 Page 1 of 1 SHORT REPORT Site Information Intersection MELROSE DR.@ PALOMAR AIRPOR Area Type All other areas Jurisdiction CARLSBAD Analysis Year YEAR 2030 WITH PROJ.IW MIT WB NB SB RT LT TH RT LT TH RT LT TH 1 2 3 1 2 4 1 2 3 R L T R L T R L T 115 100 1496 90 500 880 155 50 1040 1 1 2 1 1 2 1 1 2 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 A A A A A A A A A 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 5 5 5 5 5 5 5 5 5 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 0 5 10 0 5 10 0 5 10 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 N N 0 N N 0 N N 0 0 0 0 0 0 0 0 0 0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 04 Excl. Left Thru & RT 07 G= G= 22.0 G = 39.0 G= G= Y= y = 5 Y= 6 Y= Y= Cycle LenQth C = 152.0 RT 2 R 900 1 0.95 A 2.0 2.0 5 3.0 0 12.0 N 0 3.0 08 ~~ 3D vJQ Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 474 695 121 105 1575 95 526 926 163 53 1095 947 Lane group cap. 434 1669 804 434 1746 804 502 1736 658 502 1302 2170 v/c ratio 1.09 0.42 0.15 0.24 0.90 0.12 1.05 0.53 0.25 0.11 0.84 0.44 Green ratio 0.13 0.33 0.51 0.13 0.33 0.51 0.14 0.26 0.42 0.14 0.26 0.78 Unit. delay d1 66.5 39.7 19.5 60.0 48.7 19.2 65.0 48.7 28.4 56.5 53.6 5.4 Delay factor k 0.50 0.11 0.11 0.11 0.42 0.11 0.50 0.14 0.11 0.11 0.38 0.11 lncrem. delay d2 70.4 0.2 0.1 0.3 6.9 0.1 53.3 0.3 0.2 0.1 5. 1 0.1 PF factor 0.905 0.673 0.297 0.905 0.673 0.297 0.887 0.770 0.515 0.887 0.770 0.230 Control delay 130.6 26.9 5.9 54.6 39.7 5.8 110.9 37.8 14.8 50.2 46.4 1.4 Lane group LOS F c A D D A F D B D D A Apprch. delay 63.0 38.8 59.3 26.1 !Approach LOS E D E c I ntersec. delay 44.4 Intersection LOS D HCS2ooo™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2kl C2.tmp 2/21/2010 Short Report Page 1 of 1 SHORT REPORT General Information Site Information ~nalyst Intersection MELROSE DR.@ PALOMAR USA/ AIRPOR ~gency or Co. USA/ Area Type All other areas Date Performed 02121110 Jurisdiction CARLSBAD lrime Period 2030PM PEAK Analysis Year YEAR 2030 NO PROJ.MI MIT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH Num. of Lanes 2 3 1 2 3 1 2 4 1 2 3 Lane group L T R L T R L T R L T [v'olume (vph) 745 2100 495 170 630 55 221 795 135 230 1155 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 10 0 5 10 0 5 10 0 5 10 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left EB Only Thru & RT 04 Excl. Left Thru & RT 07 RT 2 R 595 1 0.95 A 2.0 2.0 5 3.0 0 12.0 N 0 3.0 08 \\-X' 30 ~Q Timing G = 10.0 G = 20.0 G = 45.0 G= G = 13.0 G = 38.0 G= G= Y= 5 Y= 5 Y= 6 Y = y = 5 y = 6 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 153.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 784 2211 521 179 663 58 233 837 142 242 1216 626 Lane group cap. 794 2321 911 227 1561 654 295 1680 551 295 1260 975 v/c ratio 0.99 0.95 0.57 0.79 0.42 0.09 0.79 0.50 0.26 0.82 0.97 0.64 Green ratio 0.23 0.46 0.58 0.07 0.29 0.42 0.08 0.25 0.35 0.08 0.25 0.35 Unif. delay d1 58.8 39.9 20.1 70.5 43.6 26.9 68.7 49.3 35.2 68.9 56.8 41.4 Delay factor k 0.49 0.46 0.17 0.34 0.11 0.11 0.34 0.11 0.11 0.36 0.47 0.22 lncrem. delay d2 25.4 8.3 0.7 13.8 0.1 0.0 13.5 0.2 0.2 16.6 17.6 1.4 PF factor 0.802 0.438 0.120 0.953 0.722 0.521 0.938 0.780 0.636 0.938 0.780 0.636 Control delay 72.6 25.8 3.1 81.0 31.6 14.0 77.9 38.7 22.7 81.2 61.9 27.8 Lane group LOS E c A F c B E D c F E c IApprch. delay 32.9 40.3 44.4 53.9 !Approach LOS c D D D lntersec. delay 41.2 Intersection LOS D HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f Short Report SHORT REPORT General Information Site Information Analyst USA/ Intersection Agency or Co. USA/ Area Type Date Performed 02121110 Jurisdiction Page 1 of 1 ",.Q ?,0 \>JQ MELROSE DR.@ PALOMAR AIRPOR All other areas CARLSBAD Time Period 2030PMPEAK Analysis Year YEAR 2030 WITH PROJ.MI MIT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 3 1 2 3 1 2 4 1 2 3 2 Lane group L T R L T R L T R L T R Volume (vph) 750 2115 525 170 637 55 250 795 135 230 1155 600 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated fP/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 5 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 10 0 5 10 0 5 10 0 5 10 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left EB Only Thru & RT 04 Excl. Left Thru & RT 07 08 ifiming G = 10.0 G = 20.0 G = 45.0 G= G = 13.0 G = 38.0 G= G= Y= 5 Y= 5 Y= 6 Y= Y= 5 y = 6 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 153.0 Lane Group Capacity, Control Delay_, and LOS Determination EB WB NB SB ~dj. flow rate 789 2226 553 179 671 58 263 837 142 242 1216 632 Lane group cap. 794 2321 911 227 1561 654 295 1680 551 295 1260 975 ~/c ratio 0.99 0.96 0.61 0.79 0.43 0.09 0.89 0.50 0.26 0.82 0.97 0.65 Green ratio 0.23 0.46 0.58 0.07 0.29 0.42 0.08 0.25 0.35 0.08 0.25 0.35 Unif. delay d1 58.9 40.1 20.7 70.5 43.6 26.9 69.3 49.3 35.2 68.9 56.8 41.5 Delay factor k 0.50 0.47 0.19 0.34 0.11 0.11 0.42 0.11 0.11 0.36 0.47 0.23 lncrem. delay d2 27.0 9.1 0.9 13.8 0.2 0.0 26.9 0.2 0.2 16.6 17.6 1.5 PF factor 0.802 0.438 0.120 0.953 0.722 0.521 0.938 0.780 0.636 0.938 0.780 0.636 Control delay 74.2 26.7 3.4 81.0 31.7 14.0 91.9 38.7 22.7 81.2 61.9 27.9 Lane group LOS E c A F c a F 0 c F E c Apprch. delay 33.6 40.3 48.1 53.9 Approach LOS c 0 0 0 I ntersec. delay 42.1 Intersection LOS 0 HCS2000™ Copyright © 2000 University of Florida, All Rights Reserved Version 4.lf -! 0 I I Short Report SHORT REPORT Page 1 of 1 \J.---1\ ?P ~~ General Information Site Information Analyst USA/ Intersection EL CAMINO REAL@ Agency or Co. USA/ FARADAY A VENUE !Area Type All other areas Date Performed 02121110 ~urisdiction CARLSBAD Time Period AM PEAK !Analysis Year YEAR 2030 NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 2 1 1 2 1 2 3 0 2 3 1 Lane group L TR R L T R L TR L T R Volume (vph) 80 315 109 108 650 150 652 591 175 400 1109 185 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (P/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing_ Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 lfiming G = 15.0 G = 40.0 G= G= G = 31.0 G = 40.0 G= G= Y= 4.5 Y= 6 Y= Y= Y= 4.5 y = 6 Y= Y= Duration of Anal_ysis (hrs = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB fAdj. flow rate 84 343 104 114 684 158 686 806 421 1167 195 Lane group cap. 182 960 833 182 965 833 732 1335 732 1381 433 r,t/c ratio 0.46 0.36 0.12 0.63 0.71 0.19 0.94 0.60 0.58 0.85 0.45 Green ratio 0.10 0.27 0.52 0.10 0.27 0.52 0.21 0.27 0.21 0.27 0.27 Unif. delay d1 62.2 43.1 17.8 63.3 48.2 18.5 57.0 46.6 52.1 50.6 44.4 Delay factor k 0.11 0.11 0.11 0.21 0.27 0.11 0.45 0.19 0.17 0.38 0.11 lncrem. delay d2 1.9 0.2 0.1 6.7 2.4 0.1 19.6 0.8 1. 1 5.0 0.7 PF factor 0.924 0.751 0.267 0.924 0.751 0.267 0.822 0.751 0.822 0. 751 0.751 Control delay 59.3 32.6 4.8 65.2 38.7 5.0 66.4 35.8 43.9 43.0 34.1 Lane group LOS E c A E D A E D D D c IApprch. delay 31.4 36.3 49.9 42.2 !Approach LOS c D D D lntersec. delay 42.2 Intersection LOS D HCS2000™ Copyright© 2000 University of Florida. All Rights ReserYed Version 4.lf file://C:\Documents and Settin s\skab.USAI ocal Settin s\Tem \s2k1E6.tm 2/21 /2010 Short Report Page 1 of 1 SHORT REPORT General Information Site Information Intersection EL CAMINO REAL@ !Analyst USAf FARADAY A VENUE ~gency or Co. USAf Area Type All other areas Date Performed 02121/10 Jurisdiction CARLSBAD !Time Period AM PEAK Analysis Year YEAR 2030 WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH Num. of Lanes 1 2 1 1 2 1 2 3 0 2 3 Lane group L TR R L T R L TR L T 1\/olume (vph) 80 315 121 116 650 150 661 620 181 400 1147 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 Timing G = 15.0 G = 40.0 G= G= G = 31.0 G = 40.0 G= G= y = 4.5 Y= 6 Y= Y= y = 4.5 y = 6 Y = Y = Duration of Analysis (hrs = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB IAdj. flow rate 84 345 114 122 684 158 696 844 421 1207 Lane group cap. 182 960 833 182 965 833 732 1335 732 1381 tv/c ratio 0.46 0.36 0.14 0.67 0.71 0.19 0.95 0.63 0.58 0.87 Green ratio 0.10 0.27 0.52 0.10 0.27 0.52 0.21 0.27 0.21 0.27 Unif. delay d1 62.2 43.2 18.0 63.6 48.2 18.5 57.2 47.0 52.1 51 .1 Delay factor k 0.11 0.11 0.11 0.24 0.27 0.11 0.46 0.21 0.17 0.40 lncrem. delay d2 1.9 0.2 0.1 9.2 2.4 0.1 22.0 1.0 1.1 6.5 PF factor 0.924 0.751 0.267 0.924 0.751 0.267 0.822 0.751 0.822 0.751 Control delay 59.3 32.6 4.9 68.0 38.7 5.0 69.1 36.3 43.9 44.9 Lane group LOS E c A E 0 A E 0 0 0 IApprch. delay 30.9 36.9 51 .1 43.5 !Approach LOS c 0 0 0 lntersec. delay 43.2 Intersection LOS 0 HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved file:// :\Documents and e · s\ ka . AI\L cal ettin s\Tem 2k1 tm RT 1 R 185 1 0.95 A 2.0 2.0 5 3.0 0 12.0 N 0 3.0 08 195 433 0.45 0.27 44.4 0.11 0.7 0.751 34.1 c \'")-"'~ ~yo \]~ Version 4.lf 2 10 Short Report Page 1 of 1 SHORT REPORT \"'Y'Q 1;0 \!\ General Information Site Information ~nalyst USA/ Intersection EL CAMINO REAL@ FARADAY AVENUE ~gency or Co. USA/ ~rea Type All other areas Date Performed 02121/10 lfime Period PM PEAK Jurisdiction CARLSBAD ~nalysis Year YEAR 2030 NO PROJECT Volume and Timing_ Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 2 1 1 2 1 2 3 0 2 3 1 Lane group L TR R L T R L TR L T R Volume (vph ) 200 700 661 240 265 350 151 1309 190 225 957 25 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 105 5 0 150 5 0 125 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left SB Only Thru & RT 08 !riming G = 25.0 G = 40.0 G = G = G = 9.0 G = 5.0 G = 42.0 G = y = 4.5 y = 6 Y = Y= Y = 4.5 Y = 5 Y = 6 Y = Duration of Analysis (hrs) = 0.25 !Cycle Length C = 147.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB ~dj. flow rate 211 895 427 253 279 211 159 1446 237 1007 26 Lane group cap. 304 940 595 304 965 698 213 1440 437 1795 563 v/c ratio 0.69 0.95 0.72 0.83 0.29 0.30 0.75 1.00 0.54 0.56 0.05 Green ratio 0.17 0.27 0.37 0.17 0.27 0.44 0.06 0.29 0.13 0.35 0.35 Unif. delay d 1 57.4 52.6 39.4 59.0 42.3 26.7 67.9 52.5 60.3 38.3 31.2 Delay factor k 0.26 0.46 0.28 0.37 0.11 0.11 0.30 0.50 0.14 0.16 0.11 lncrem. delay d2 6.7 18.8 4.2 17.6 0.2 0.2 13.5 24.7 1.4 0.4 0.0 PF factor 0.863 0.751 0.601 0.863 0.751 0.479 0.957 0.733 0.904 0.635 0.635 Control delay 56.3 58.3 27.8 68.5 31.9 13.0 78.4 63.2 55.9 24.7 19.9 Lane group LOS E E c E c 8 E E E c B Apprch. delay 49.5 39.0 64.7 30.4 ~pproach LOS 0 0 E c lntersec. delay 48.0 Intersection LOS 0 HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k1 FE.tmp 2/21/2010 Short Report Page 1 of 1 Q--_q SHORT REPORT General Information Site Information Intersection EL CAMINO REAL@ Analyst USAf FARADAY A VENUE Agency or Co. USAf ~rea Type All other areas Date Performed 02121110 Jurisdiction CARLSBAD r-ime Period PM PEAK ~nalysis Year YEAR 2030 WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 2 1 1 2 1 2 3 0 2 3 1 Lane group L TR R L T R L TR L T R !Volume (vph) 200 700 676 250 265 350 166 1359 200 225 1006 25 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ~rrival type 5 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 105 5 0 150 5 0 125 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left SB Only Thru & RT 08 !riming G = 25.0 G = 40.0 G= G= G = 9.0 G = 5.0 G = 42.0 G= y = 4.5 y = 6 Y= Y= y = 4.5 Y= 5 y = 6 Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control Delay-, and LOS Determination EB WB NB SB ~dj. flow rate 211 899 439 263 279 211 175 1510 237 1059 26 Lane group cap. 304 940 595 304 965 698 213 1439 437 1795 563 ~/c ratio 0.69 0.96 0.74 0.87 0.29 0.30 0.82 1.05 0.54 0.59 0.05 Green ratio 0.17 0.27 0.37 0.17 0.27 0.44 0.06 0.29 0.13 0.35 0.35 Unif. delay d 1 57.4 52.6 39.8 59.4 42.3 26.7 68.2 52.5 60.3 38.8 31.2 Delay factor k 0.26 0.47 0.30 0.39 0.11 0.11 0.36 0.50 0.14 0.18 0.11 lncrem. delay d2 6.7 19.6 4.8 22.0 0.2 0.2 22.0 37.8 1.4 0.5 0.0 PF factor 0.863 0.751 0.601 0.863 0. 751 0.479 0.957 0.733 0.904 0.635 0.635 Control delay 56.3 59.1 28.8 73.3 31.9 13.0 87.3 76.3 55.9 25.2 19.9 Lane group LOS E E c E c 8 F E E c 8 ~pprch. delay 50.1 41.1 77.5 30.6 ~pproach LOS 0 0 E c lntersec. delay 52.6 Intersection LOS 0 HCS2000™ Copyright © 2000 University of Florida, All Rights Reserved Version 4.lf file ://C: \Documents and Settings\skab. USAI\Local Settings\ Temp \s2k214. trnp 2/21 /2010 rJjJ \IJ~ Short Report General Information Analyst USAf !Agency or Co. USA I Date Performed 02121110 !Time Period AM PEAK Volume and Timing Input EB LT TH Num. of Lanes 0 1 Lane group LT !Volume (vph) 45 5 % Heavyveh 1 1 PHF 0.95 0.95 !Actuated (PIA) A A Startup lost time 2.0 Ext. eff. green 2.0 ~rrival type 3 Unit Extension 3.0 Ped/Bike/RTOR Volume 5 0 Lane Width 12.0 Parking/Grade/Parking N 0 Parking/hr Bus stops/hr 0 Unit Extension 3.0 Phasing Excl. Left Thru & RT 03 [Timing G = 18.0 G = 26.0 G= Y= 5 Y= 5 Y= Duration of Analysis (hrs = 0.25 Page 1 of 1 SHORT REPORT Site Information Intersection EL CAMINO REAL@ TOWN GARDENCT Area Type All other areas Jurisdiction CARLSBAD Analysis Year YEAR 2030 NO PROJECT WB NB SB RT LT TH RT LT TH RT LT TH 1 1 1 0 1 3 1 1 3 R L TR L T R L T 60 180 10 138 175 1060 125 65 1236 1 1 1 1 1 2 1 1 2 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 A A A A A A A A A 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 5 5 5 5 5 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 0 5 0 0 5 0 0 5 0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 N N 0 N N 0 N N 0 0 0 0 0 0 0 0 0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 04 Excl. Left Thru & RT 07 G= G = 20.0 G = 50.0 G= G= Y= y = 5 y = 6 Y= Y= Cycle Lenqth C = 135.0 RT 1 R 100 1 0.95 A 2.0 2.0 5 3.0 0 12.0 N 0 3.0 08 \)--~ ~1) pq Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 52 63 189 156 184 1116 132 68 1301 105 Lane group cap. 347 306 238 310 265 1879 589 265 1879 589 v/c ratio 0.15 0.21 0.79 0.50 0.69 0.59 0.22 0.26 0.69 0.18 Green ratio 0.19 0.19 0.13 0.19 0.15 0.37 0.37 0.15 0.37 0.37 Unif. delay d1 45.3 45.8 56.7 48.7 54.6 34.3 29.2 50.9 36.0 28.7 Delay factor k 0.11 0.11 0.34 0.11 0.26 0.18 0.11 0.11 0.26 0.11 lncrem. delay d2 0.2 0.3 16.8 1.3 7.6 0.5 0.2 0.5 1.1 0.1 PF factor 1.000 1.000 1.000 1.000 0.884 0.608 0.608 0.884 0.608 0.608 Control delay 45.5 46.2 73.5 50.0 55.9 21.4 17.9 45.5 23.0 17.6 Lane group LOS D D E D E c 8 D c 8 Apprch. delay 45.9 62.9 25.5 23.6 Approach LOS D E c c lntersec. delay 29.2 Intersection LOS c HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1f ·/ . Short Report General Information Analyst USA/ Agency or Co. USA/ Date Performed 02121110 rt"ime Period AM PEAK Volume and Timing Input EB LT TH Num. of Lanes 0 1 Lane group LT !Volume (vph) 45 5 %Heavy veh 1 1 PHF 0.95 0.95 !Actuated (PIA) A A Startup lost time 2.0 Ext. eff. green 2.0 !Arrival type 3 Unit Extension 3.0 Ped/Bike/RTOR Volume 5 0 Lane Width 12.0 Parking/Grade/Parking N 0 Parking/hr Bus stops/hr 0 Unit Extension 3.0 Phasing Excl. Left Thru & RT 03 Timing G = 18.0 G = 26.0 G= Y= 5 y = 5 Y= Duration of Analysis (hrs = 0.25 Page 1 of 1 0'~ :y:; v)Q SHORT REPORT Site Information Intersection EL CAMINO REAL@ TOWN GARDEN CT Area Type All other areas Jurisdiction CARLSBAD Analysis Year YEAR 2030 WITH PROJECT WB NB SB RT LT TH RT LT TH RT LT TH RT 1 1 1 0 1 3 1 1 3 1 R L TR L T R L T R 60 180 10 150 175 1193 125 112 1135 100 1 1 1 1 1 2 1 1 2 1 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 A A A A A A A A A A 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 5 5 5 5 5 5 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 0 5 0 0 5 0 0 5 0 0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 N N 0 N N 0 N N 0 N 0 0 0 0 0 0 0 0 0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 04 Excl. Left Thru & RT 07 08 G= G = 20.0 G = 50.0 G= G= Y= y = 5 Y= 6 Y= Y= Cycle Length C = 135.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 52 63 189 169 184 1256 132 118 1195 105 Lane group cap. 347 306 238 309 265 1879 589 265 1879 589 v/c ratio 0.15 0.21 0.79 0.55 0.69 0.67 0.22 0.45 0.64 0.18 Green ratio 0.19 0.19 0.13 0.19 0.15 0.37 0.37 0.15 0.37 0.37 Unif. delay d1 45.3 45.8 56.7 49.2 54.6 35.6 29.2 52.4 35.0 28.7 Delay factor k 0.11 0.11 0.34 0.15 0.26 0.24 0.11 0.11 0.22 0.11 lncrem. delay d2 0.2 0.3 16.8 2.0 7.6 0.9 0.2 1.2 0.7 0.1 PF factor 1.000 1.000 1.000 1.000 0.884 0.608 0.608 0.884 0.608 0.608 Control delay 45.5 46.2 73.5 51.2 55.9 22.5 17.9 47.6 22.0 17.6 Lane group LOS D D E D E c a D c a ~pprch. delay 45.9 63.0 26.1 23.8 ~pproach LOS D E c c lntersec. delay 29.6 Intersection LOS c HCS2000TM Copyright© 2000 University of Florida, All Rights Reserved Version 4.1 f file://C:\D cuments and e · s\ \ e \ Short Report Page 1 of 1 SHORT REPORT General Information Site Information !Analyst USA/ Intersection EL CAMINO REAL@ TOWN !Agency or Co. USA/ GARDENCT Date Performed 02121/10 !Area Type All other areas !Time Period PM PEAK Jurisdiction CARLSBAD !Analysis Year YEAR 2030 NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH Num. of Lanes 0 1 1 1 1 0 1 3 1 1 3 Lane group LT R L TR L T R L T !Volume (vph) 140 5 175 325 5 285 65 1031 130 166 1222 %Heavy veh 1 1 1 1 1 1 1 2 1 1 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 fA.ctuated (PIA) A A A A A A A A A A A Startu!) lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ~rival type 3 3 3 3 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 125 5 0 0 5 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 lfiming G = 30.0 G = 22.0 G= G= G = 22.0 G = 48.0 G= G= Y= 4.5 y = 5 Y = Y= y = 4.5 Y= 6 Y = Y = Duration of Analysis (hrs = 0.25 CYcle Lenath C = 142.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB jAdj. flow rate 152 184 342 173 68 1085 137 175 1286 Lane group cap. 278 245 378 247 277 1715 537 277 1715 v/c ratio 0.55 0.75 0.90 0.70 0.25 0.63 0.26 0.63 0.75 !Green ratio 0.15 0.15 0.21 0.15 0.15 0.34 0.34 0.15 0.34 U nif. delay d 1 55.4 57.4 54.6 56.9 52.7 39.6 34.0 56.2 41.7 Delay factor k 0.15 0.31 0.43 0.27 0.11 0.21 0.11 0.21 0.30 I ncrem. delay d2 2.3 12.2 24.5 8.5 0.5 0.8 0.3 4.6 1.9 PF factor 1.000 1.000 1.000 1.000 0.878 0.660 0.660 0.878 0.660 Control delay 57.7 69.6 79.1 65.4 46.7 26.9 22.7 54.0 29.4 Lane group LOS E E E E 0 c c 0 c fA.pprch. delay 64.2 74.5 27.5 31.8 fA.pproach LOS E E c c lntersec. delay 39.2 Intersection LOS 0 HCS2000™ Copyright 10 2000 Univer.;ity of Florida. All Rights Reserved RT 1 R 75 1 0.95 A 2.0 2.0 5 3.0 0 12.0 N 0 3.0 08 79 537 0.15 0.34 32.7 0.11 0.1 0.660 21.7 c ':l,~J? ~7-o ~q Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k238.tmp 2/21/2010 Short Report Page 1 of 1 ~-~ -;o ~Q SHORT REPORT General Information Site Information Analyst Intersection EL CAMINO REAL@ TOWN USAf GARDENCT !Agency or Co. USA/ Area Type All other areas Date Performed 02121110 Jurisdiction CARLSBAD !Time Period PM PEAK Analysis Year YEAR 2030 WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 0 1 1 1 1 0 1 3 1 1 3 1 Lane group LT R L TR L T R L T R Volume (vph) 140 5 175 325 5 300 65 1181 130 246 1376 75 %Heavy veh 1 1 1 1 1 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (P/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. qreen 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 3 3 3 3 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 125 5 0 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing_ Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 lfiming G = 30.0 G = 22.0 G= G= G = 22.0 G = 48.0 G= G= Y= 4.5 Y= 5 Y= Y= y = 4.5 y = 6 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 142.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 152 184 342 189 68 1243 137 259 1448 79 Lane group cap. 278 245 378 246 277 1715 537 277 1715 537 v/c ratio 0.55 0.75 0.90 0.77 0.25 0.72 0.26 0.94 0.84 0.15 Green ratio 0.15 0.15 0.21 0.15 0.15 0.34 0.34 0.15 0.34 0.34 Unit. delay d1 55.4 57.4 54.6 57.6 52.7 41.2 34.0 59.3 43.5 32.7 Delay factor k 0.15 0.31 0.43 0.32 0.11 0.29 0.11 0.45 0.38 0.11 lncrem. delay d2 2.3 12.2 24.5 13.7 0.5 1.6 0.3 37.1 4. 1 0.1 PF factor 1.000 1.000 1.000 1.000 0.878 0.660 0.660 0.878 0.660 0.660 Control delay 57.7 69.6 79.1 71.2 46.7 28.7 22.7 89.1 32.8 21.7 Lane group LOS E E E E 0 c c F c c IApprch. delay 64.2 76.3 29.0 40.5 !Approach LOS E E c 0 lntersec. delay 43.0 Intersection LOS 0 HCS2000™ Copyright C 2000 University of Florida, All Rights Reserved Version 4 1f \ I Short Report SHORT REPORT General Information Site Information !Analyst USA / Intersection EL CAMINO REAL@ GAMIN VIDA ROB !Agency or Co. USA/ !Area Type All other areas Date Performed 02121110 rnme Period AM PEAK ~urisdiction CARLSBAD ~nalysis Year YEAR 2030 NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 1 1 0 1 0 2 2 0 1 3 0 Lane group L LTR R LTR L TR L TR ~olume (vph) 36 10 55 5 5 5 325 1320 20 30 999 247 % Heavv veh 1 1 1 1 1 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (P/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 3 3 3 3 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing EB Only WB Only 03 04 Excl. Left Thru & RT 07 08 !Timing G = 20.0 G = 16.0 G = G= G = 18.0 G = 65.0 G= G= Y = 5 Y= 5 Y = Y = Y= 5 y = 6 Y = Y= Duration of Analysis (hrs = 0.25 Cycle Lenqth C = 140.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj . flow rate 38 34 35 15 342 1410 32 1312 Lane group cap. 255 240 429 201 446 1643 230 2289 !V/c ratio 0.15 0.14 0.08 0.07 0.77 0.86 0.14 0.57 Green ratio 0.14 0.14 0.27 0.11 0.13 0.46 0.13 0.46 Unit. delay d1 52.5 52.5 38.0 55.4 59.0 33.4 54.1 27.4 Delay factor k 0.11 0.11 0.11 0.11 0.32 0.39 0.11 0.17 lncrem. delay d2 0.3 0.3 0.1 0.2 7.9 4.8 0.3 0.4 PF factor 1.000 1.000 1.000 1.000 0.902 0.422 0.902 0.422 Control delay 52.8 52.8 38.1 55.5 61.0 18.9 49.1 11.9 Lane group LOS D D D E E B D B ~pprch. delay 48.0 55.5 27.1 12.8 !Approach LOS D E c B lntersec. delay 22.0 Intersection LOS c f!CS2000™ Copyright 0 2000 Universtty of Florida, All Rights Reserved Version 4.lf file://C:\Documents and Settin s\skab.USAI\Local Settin s\Tem \s2kAD.tm 2/24/2010 Short Report Page 1 of 1 SHORT REPORT General Information Site Information lAnalyst Intersection EL CAMINO REAL@ GAMIN USA/ VIDA ROB lAgency or Co. USA/ !Area Type All other areas Date Performed 02121/10 Jurisdiction CARLSBAD Time Period AM PEAK !Analysis Year YEAR 2030 WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 1 1 0 1 0 2 2 0 1 3 0 Lane group L LTR R LTR L TR L TR Volume (vph) 40 10 55 5 5 5 325 1448 20 30 1095 250 %Heavy veh 1 1 1 1 1 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (P/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. Qreen 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 3 3 3 3 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasif')_g_ EB Only WB Only 03 04 Excl. Left Thru & RT 07 08 lfiming G = 20.0 G = 16.0 G= G= G = 18.0 G = 65.0 G= G= Y= 5 Y= 5 Y= Y= Y= 5 Y= 6 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 140.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 42 34 35 15 342 1545 32 1416 Lane group cap. 255 240 429 201 446 1644 230 2293 v/c ratio 0.16 0.14 0.08 0.07 0.77 0.94 0.14 0.62 Green ratio 0.14 0.14 0.27 0.11 0.13 0.46 0.13 0.46 Unif. delay d1 52.7 52.5 38.0 55.4 59.0 35.6 54.1 28.2 Delay factor k 0.11 0.11 0.11 0.11 0.32 0.45 0.11 0.20 lncrem. delay d2 0.3 0.3 0.1 0.2 7.9 11.0 0.3 0.5 PF factor 1.000 1.000 1.000 1.000 0.902 0.422 0.902 0.422 Control delay 53.0 52.8 38.1 55.5 61.0 26.1 49.1 12.4 Lane group LOS D D D E E c D 8 IApprch. delay 48.2 55.5 32.4 13.2 !Approach LOS D E c 8 lntersec. delay 25.0 Intersection LOS c ,JX--~ ,o 'J~Q. HCS2000™ Copyright <C 2000 University of Florida, All Rights Reserved Version 4.1 f \ I Short Report Page 1 of 1 SHORT REPORT General Information Site Information Analyst USA/ Intersection EL CAMINO REAL@ GAMIN VIDA ROB Agency or Co. USA/ Area Type All other areas Date Performed 02121110 Jurisdiction CARLSBAD Time Period PM PEAK Analysis Year YEAR 2030 NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 1 1 0 1 0 2 2 0 1 3 0 Lane group L LTR R LTR L TR L TR '{_olume (vph} 195 10 410 15 15 15 85 1011 10 20 1653 45 %Heavy veh 1 1 1 1 1 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 3 3 3 3 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing EB Only WB Only 03 04 Excl. Left Thru & RT 07 08 lfiming G = 25.0 G = 16.0 G= G= G = 13.0 G = 65.0 G= G= Y= 5 Y= 5 Y= Y= Y= 5 Y= 6 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 140.0 Lane Group Capacity, Control Delay, and LOS Determination EB \N8 NB SB Adj. flow rate 205 184 259 48 89 1075 21 1787 Lane group cap. 319 286 430 201 322 1644 166 2347 v/c ratio 0.64 0.64 0.60 0.24 0.28 0.65 0.13 0.76 Green ratio 0.18 0.18 0.27 0.11 0.09 0.46 0.09 0.46 Unif. delay d1 53.4 53.4 44.4 56.5 59.1 28.8 58.3 31 .1 Delay factor k 0.22 0.22 0.19 0.11 0.11 0.23 0.11 0.31 lncrem. delay d2 4.4 4.9 2.4 0.6 0.5 0.9 0.3 1.5 PF factor 1.000 1.000 1.000 1.000 0.932 0.422 0.932 0.422 Control delay 57.7 58.3 46.8 57.1 55.6 13.1 54.7 14.6 Lane group LOS E E D E E B D B Apprch. delay 53.5 57.1 16.4 15.1 Approach LOS D E B B lntersec. delay 22.8 Intersection LOS c \tx.l< ~0 ,~~ HCS2000™ Copyright () 2000 University of Florida, All Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2kB9.tmp 2/24/2010 Short Report SHORT REPORT General Information Site Information Analyst Intersection EL CAMINO REAL@ GAMIN USA/ VIDA ROB !Agency or Co. USA/ Area Type All other areas Date Performed 02121110 Jurisdiction CARLSBAD rrime Period PM PEAK Analysis Year YEAR 2030 WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 1 1 0 1 0 2 2 0 1 3 0 Lane group L LTR R LTR L TR L TR i\lolume (vph) 200 10 41 0 15 15 15 85 1161 10 20 1806 50 %Heavy veh 1 1 1 1 1 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ~ctuated (P/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eft. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ~rrival ty pe 3 3 3 3 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing_ EB Only WB Only 03 04 Excl. Left Thru & RT 07 08 iriming G = 25.0 G = 16.0 G= G= G = 13.0 G = 65.0 G = G= y = 5 y = 5 Y = Y = Y = 5 Y = 6 Y= Y = Duration of Analysis (hrs = 0.25 Cycle Lenqth C = 140.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 211 184 259 48 89 1233 21 1954 Lane group cap. 319 286 430 201 322 1644 166 2346 v/c ratio 0.66 0.64 0.60 0.24 0.28 0.75 0.13 0.83 Green ratio 0.18 0.18 0.27 0.11 0.09 0.46 0.09 0.46 Unif. delay d1 53.6 53.4 44.4 56.5 59.1 30.8 58.3 32.8 Delay factor k 0.24 0.22 0.19 0.1 1 0.11 0.31 0.11 0.37 lncrem. delay d2 5.0 4.9 2.4 0.6 0.5 2.0 0.3 2.7 PF factor 1.000 1.000 1.000 1.000 0.932 0.422 0.932 0.422 Control delay 58.6 58.3 46.8 57.1 55.6 15.0 54.7 16.6 Lane group LOS E E D E E B D B Apprch. delay 53.8 57.1 17.7 17.0 Approach LOS D E B B lntersec. delay 23.7 Intersection LOS c HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f file://C:\Documents and ettin s\skab.USAI\Local Settin s\Tem \s2k274.tm 2/21/2010 Short Report Page 1 of 1 \~ ~{l SHORT REPORT General Information Site Information fA.nalyst USA/ Intersection EL CAMINO REAL@ POINSETTIA LAN fA.gency or Co. USA/ !Area Type All other areas Date Performed 02121110 !Time Period AM PEAK Jurisdiction CARLSBAD !Analysis Year YEAR 2030 NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 2 0 2 2 0 2 3 1 2 2 1 Lane group L TR L TR L T R L T R :'{olume (vph) 17 130 80 325 575 232 175 1427 250 141 1001 61 % Heav_y veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ~ctuated (P/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 lArrival type 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stopslhr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 Timing G = 16.0 G = 37.0 G= G= G = 15.0 G = 58.0 G= G = Y= 4.5 Y= 6 Y= Y= Y= 4.5 Y= 6 Y= Y= Duration of Analysis (hrs) = 0.25 Cycle Length C = 147.0 Lane Group_ Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 18 221 342 849 184 1502 263 148 1054 64 Lane group cap. 378 843 378 855 354 2002 629 354 1399 629 vic ratio 0.05 0.26 0.90 0.99 0.52 0.75 0.42 0.42 0.75 0.10 Green ratio 0.11 0.25 0.11 0.25 0.10 0.39 0.39 0.10 0.39 0.39 Unif. delay d1 58.7 44.1 64.7 54.9 62.6 38.3 32.3 61.9 38.3 28.1 Delay factor k 0.11 0.11 0.43 0.49 0.13 0.31 0.11 0.11 0.31 0.11 lncrem. delay d2 0.1 0.2 24.5 29.0 1.4 1.6 0.5 0.8 2.4 0.1 PF factor 0.919 0.776 0.919 0.776 0.924 0.566 0.566 0.924 0.566 0.566 Control delay 53.9 34.3 84.0 71.5 59.2 23.3 18.7 58.0 24.1 15.9 Lane group LOS D c F E E c 8 E c 8 Apprch. delay 35.8 75.1 26.0 27.6 Approach LOS D E c c lntersec. delay 39.6 Intersection LOS D HCS2ooo™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.\f file://C:\Documents and Settin s\skab.USAI\Local Settin s\Tem \s2k281.tm 2/21/2010 Short Report Page 1 of 1 SHORT REPORT General Information Site Information Analyst Intersection EL CAMINO REAL@ USA/ POINSETTIA LAN Agency or Co. USAf !Area Type All other areas Date Performed 02121110 Jurisdiction CARLSBAD Time Period AM PEAK !Analysis Year YEAR 2030 WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 2 0 2 2 0 2 3 1 2 2 1 Lane group L TR L TR L T R L T R [Volume (vph) 40 130 80 325 575 255 175 1499 250 157 1057 78 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (P/A} A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 PhasinQ Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 !Timing G = 16.0 G = 37.0 G= G= G = 15.0 G = 58.0 G= G= y = 4.5 y = 6 Y= Y= Y= 4.5 y = 6 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 42 221 342 873 184 1578 263 165 1113 82 Lane group cap. 378 843 378 853 354 2002 629 354 1399 629 v/c ratio 0.11 0.26 0.90 1.02 0.52 0.79 0.42 0.47 0.80 0.13 Green ratio 0.11 0.25 0.11 0.25 0.10 0.39 0.39 0. 10 0.39 0.39 Unit. delay d1 59.1 44.1 64.7 55.0 62.6 39.1 32.3 62.2 39.3 28.4 Delay factor k 0.11 0.11 0.43 0.50 0.13 0.33 0.11 0.11 0.34 0.11 lncrem. delay d2 0.1 0.2 24.5 36.9 1.4 2.2 0.5 1.0 3.3 0.1 PF factor 0.919 0.776 0.919 0.776 0.924 0.566 0.566 0.924 0.566 0.566 Control delay 54.4 34.3 84.0 79.6 59.2 24.3 18.7 58.5 25.5 16.2 Lane group LOS 0 c F E E c a E c a IApprch. delay 37.6 80.8 26.7 28.9 !Approach LOS 0 F c c I ntersec. delay 41.5 Intersection LOS 0 ,s",p.. 1P vJQ HCS2000™ Copyright © 2000 University of Florida, All Rights Reserved Version 4.1f file://C:\Docwnents and Settin s\skab.USAI\Loc 1 Settin s\Tem 2k2 D 21 Short Report Page 1 of 1 ,.(' \~ -~o ~Q SHORT REPORT General Information Site Information Analyst USA! Intersection EL CAMINO REAL@ POINSETTIA LAN Agency or Co. USA/ ft>,rea Type All other areas Date Performed 02121110 Time Period PM PEAK Jurisdiction CARLSBAD ft>,nalysis Year YEAR 2030 NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 2 0 2 2 0 2 3 1 2 2 1 Lane group L TR L TR L T R L T R !Volume (vph) 56 600 180 235 266 135 97 916 580 260 1453 290 %Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated {PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 !Timing G = 15.0 G = 34.0 G= G= G = 15.0 G = 62.0 G= G= Y= 4.5 Y= 6 Y = Y = y::: 4.5 y = 6 Y= Y = Duration of Analysis (hrs = 0.25 !Cycle Length C = 147.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB IAdj. flow rate 59 821 247 422 102 964 611 274 1529 305 Lane group cap. 354 793 354 780 354 2140 672 354 1496 672 rv/c ratio 0.17 1.04 0.70 0.54 0.29 0.45 0.91 0.77 1.02 0.45 Green ratio 0.10 0.23 0.10 0.23 0.10 0.42 0.42 0.10 0.42 0.42 Unif. delay d1 60.3 56.5 63.8 49.6 61.1 30.3 39.9 64 .3 42.5 30.4 Delay factor k 0.11 0.50 0.26 0.14 0.11 0.11 0.43 0.32 0.50 0.11 lncrem. delay d2 0.2 41.4 5.9 0.8 0.5 0.2 16.4 10.2 29.0 0.5 PF factor 0.924 0.799 0.924 0.799 0.924 0.514 0.514 0.924 0.514 0.514 Control delay 55.9 86.6 64.9 40.5 56.9 15.7 36.9 69.7 50.8 16.1 Lane group LOS E F E D E B D E D B Apprch. delay 84.5 49.5 26.0 48.3 Approach LOS F D c 0 lntersec. delay 47.4 Intersection LOS 0 HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.lf file://C:\Documents and Settinl!s\skab.USAI\Local Settings\Temo\s2k299.tmo 2/21/2010 Short Report SHORT REPORT General Information Site Information !Analyst Intersection EL CAMINO REAL@ USA/ POINSETTIA LAN !Agency or Co. USA/ Area Type All other areas Date Performed 02121110 Jurisdiction CARLSBAD lfime Period PM PEAK !Analysis Year YEAR 2030 WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 2 0 2 2 0 2 3 1 2 2 1 Lane group L TR L TR L T R L T R ~olume (vph) 85 600 180 235 266 165 97 1008 580 290 1547 320 %Heavy_ veh 1 2 1 1 2 1 1 2 1 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 t.ctuated {P/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival tyge 5 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 0 0 5 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 !riming G = 15.0 G = 34.0 G= G= G = 15.0 G = 62.0 G= G= y = 4.5 y = 6 Y= Y= y = 4.5 Y= 6 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 147.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB jAdj. flow rate 89 821 247 454 102 1061 611 305 1628 337 Lane group cap. 354 793 354 774 354 2140 672 354 1496 672 ~/c ratio 0.25 1.04 0.70 0.59 0.29 0.50 0.91 0.86 1.09 0.50 Green ratio 0.10 0.23 0.10 0.23 0.10 0.42 0.42 0.10 0.42 0.42 Unit. delay d1 60.8 56.5 63.8 50.2 61.1 31.1 39.9 65.0 42.5 31.2 Delay factor k 0.11 0.50 0.26 0.18 0.11 0.11 0.43 0.39 0.50 0.11 lncrem. delay d2 0.4 41.4 5.9 1.2 0.5 0.2 16.4 19.0 51.2 0.6 PF factor 0.924 0.799 0.924 0.799 0.924 0.514 0.514 0.924 0.514 0.514 Control delay 56.6 86.6 64.9 41 .3 56.9 16.1 36.9 79.1 73.0 16.6 Lane group LOS E F E D E B D E E B Apprch. delay 83.7 49.6 25.6 65.5 Approach LOS F D c E lntersec. delay 53.9 Intersection LOS D HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.lf file:/ /C:\Documents and Settings\skab. USAl\Local Settings\ Temp\s2k2A5 .tmp 2/21/2010 Short Report General Information !Analyst USA/ !Agency or Co. USA/ Date Performed 02121/10 !Time Period AM PEAK Volume and Timing Input LT Num. of Lanes 2 Lane group L !Volume (vph) 130 %Heavy veh 1 PHF 0.95 !Actuated (PIA) A Startup lost time 2.0 Ext. eff. green 2.0 !Arrival type 5 Unit Extension 3.0 Ped/Bike/RTOR Volume 5 Lane Width 12.0 Parking/Grade/Parking N Parking/hr Bus stops/hr 0 Unit Extension 3.0 Phasing Excl. Left WB Only !Timing G = 15.0 G = 20.0 y = 4.5 Y= 4.5 Duration of Analysis (hrs = 0.25 Page 1 of 1 "- SHORT REPORT ·~.--~ ~;) ~q Site Information Intersection EL CAMINO REAL@ ALGA ROAD !Area Type All other areas ~urisdiction CARLSBAD !Analysis Year YEAR 2030 NO PROJECT EB WB NB SB TH RT LT TH RT LT TH RT LT TH RT 2 1 2 2 0 2 3 0 2 3 0 T R L TR L T L TR 125 270 905 480 154 250 1563 58 1249 88 2 1 1 2 1 1 2 1 2 1 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 A A A A A A A A A A A 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 5 5 5 5 5 5 5 5 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 0 0 5 0 0 5 5 0 75 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 0 N N 0 N N 0 N N 0 N 0 0 0 0 0 0 0 0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Thru & RT 04 Excl. Left Thru & RT 07 08 G = 24.0 G= G = 14.0 G = 46.0 G= G= y = 6 Y= Y = 4.5 Y = 6 Y= Y = Cycle Length C = 144.5 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB jAdj. flow rate 137 132 284 953 667 263 1645 61 1329 Lane group cap. 360 589 483 949 1149 336 1615 336 1613 ~/c ratio 0.38 0.22 0.59 1.00 0.58 0.78 1.02 0.18 0.82 Green ratio 0.10 0.17 0.30 0.27 0.34 0.10 0.32 0.10 0.32 Unif. delay d1 60.4 52.2 42.6 52.5 39.6 63.8 49.3 60.0 45.5 Delay factor k 0.11 0.11 0.18 0.50 0.17 0.33 0.50 0.11 0.36 lncrem. delay d2 0.7 0.2 1.9 30.2 0.7 11.4 27.2 0.3 3.6 PF factor 0.923 0.867 0.708 0.749 0.663 0.928 0.689 0.928 0.689 Control delay 56.4 45.5 32.0 69.6 27.0 70.6 61 .1 56.0 35.0 Lane group LOS E D c E c E E E c jApprch. delay 41.3 52.1 62.4 35.9 jApproach LOS D D E D I nte rsec. delay 50.5 Intersection LOS D HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1f .; . Short Report General Information SHORT REPORT Site Information Page 1 of 1 ~;~ ~0 Intersection EL CAMINO REAL@ ALGA v>Q Analyst USA/ ROAD Agency or Co. USAf ~rea Type All other areas Date Performed 02121110 Jurisdiction CARLSBAD Time Period AM PEAK ~nalysis Year YEAR 2030 WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 2 1 2 2 0 2 3 0 2 3 0 Lane group L T R L TR L T L TR Volume (vph) 150 125 270 905 480 170 250 1600 80 1279 102 %Heavy veh 1 2 1 1 2 1 1 2 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (PIA) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 5 0 75 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing_ Excl. Left WB Only Thru & RT 04 Excl. Left Thru & RT 07 08 !Timing G = 15.0 G = 20.0 G = 24.0 G= G = 14.0 G = 46.0 G= G= Y = 4.5 Y= 4.5 Y= 6 Y= Y= 4.5 Y= 6 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 144.5 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB jAdj. flow rate 158 132 284 953 684 263 1684 84 1374 Lane group cap. 360 589 483 949 1145 336 1615 336 1610 v/c ratio 0.44 0.22 0.59 1.00 0.60 0.78 1.04 0.25 0.85 Green ratio 0.10 0.17 0.30 0.27 0.34 0.10 0.32 0.10 0.32 Unif. delay d 1 60.8 52.2 42.6 52.5 39.9 63.8 49.3 60.4 46.1 Delay factor k 0.11 0.11 0.18 0.50 0.19 0.33 0.50 0.11 0.39 lncrem. delay d2 0.9 0.2 1.9 30.2 0.9 11.4 34.4 0.4 4.7 PF factor 0.923 0.867 0.708 0.749 0.663 0.928 0.689 0.928 0.689 Control delay 57.0 45.5 32.0 69.6 27.3 70.6 68.3 56.5 36.4 Lane group LOS E D c E c E E E D jApprch. delay 42.0 51.9 68.6 37.6 jApproach LOS D D E D lntersec. delay 53.0 Intersection LOS D HCS2000™ Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k2C7.tmp 2/21 /2010 Short Report SHORT REPORT General Information Site Information ~nalyst USA/ Intersection EL CAMINO REAL@ ALGA ROAD lAgency or Co. USA/ ~rea Type All other areas Date Performed 0212.1110 Time Period PM PEAK Jurisdiction CARLSBAD ~nalysis Year YEAR 2030 NO PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 2 1 2 2 0 2 3 0 2 3 0 Lane group L T R L TR L T L TR Volume (vph) 135 345 395 383 310 105 525 1353 213 1472 183 %Heavy veh 1 2 1 1 2 1 1 2 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (P/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. _green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 5 0 91 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 lfiming G = 20.0 G = 30.0 G= G= G = 25.0 G = 50.0 G= G= Y = 4.5 y = 6 Y= Y= Y= 4.5 y = 6 Y= Y= Duration of Analysis (hrs = 0.25 Cycle LenQth C = 146.0 Lane Grou_Q_ Capacity, Control Delay, and LOS Determination EB WB NB SB ~dj. flow rate 142 363 416 403 437 553 1424 224 1646 Lane group cap. 475 729 663 475 702 594 1738 594 1723 v/c ratio 0.30 0.50 0.63 0.85 0.62 0.93 0.82 0.38 0.96 Green ratio 0.14 0.21 0.42 0.14 0.21 0.17 0.34 0.17 0.34 Unif. delay d1 56.7 51.3 33.5 61.5 52.8 59.6 43.9 53.6 46.9 Delay factor k 0.11 0.11 0.21 0.38 0.21 0.45 0.36 0.11 0.47 lncrem. delay d2 0.4 0.5 1.9 13.5 1.7 21.5 3.2 0.4 12.7 PF factor 0.894 0.828 0.522 0.894 0.828 0.862 0.653 k:/.862 0.653 Control delay 51.0 43.0 19.4 68.5 45.5 73.0 31.9 46.6 43.3 Lane group LOS D 0 B E D E c 0 D Apprch. delay 33.6 56.5 43.4 43.7 Approach LOS c E D D lntersec. delay 43.9 Intersection LOS D HCS2000TM Copyright C 2000 University of Florida, All Rights Reserved Version 4.1f file://C:\Documents and Settings\skab.USAI\Local Settings\Temp\s2k2D3.tmp 2/21/2010 Short Report Page 1 of1 ~ ~0 v-IJ SHORT REPORT General Information Site Information !Analyst l ntersection EL CAMINO REAL@ ALGA USA/ ROAD i,Agency or Co. USA/ Area Type All other areas Date Performed 02121110 Jurisdiction CARLSBAD !Time Period PM PEAK Analysis Year YEAR 2030 WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 2 2 1 2 2 0 2 3 0 2 3 0 Lane group L T R L TR L T L TR Volume (vph) 160 345 395 383 310 125 525 1400 258 1521 183 %Heavy veh 1 2 1 1 2 1 1 2 1 2 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (P/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 5 5 5 5 5 5 5 5 5 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 5 0 0 5 0 0 5 5 0 91 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 08 Timing G = 20.0 G = 30.0 G= G= G = 25.0 G = 50.0 G= G= y = 4.5 y = 6 Y= Y= y = 4.5 Y= 6 Y= Y= Duration of Analysis (hrs = 0.25 Cycle Length C = 146.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adj. flow rate 168 363 416 403 458 553 1474 272 1698 Lane group cap. 475 729 663 475 698 594 1738 594 1723 v/c ratio 0.35 0.50 0.63 0.85 0.66 0.93 0.85 0.46 0.99 Green ratio 0.14 0.21 0.42 0. 14 0.21 0.17 0.34 0.17 0.34 Unit. delay d1 57.1 51.3 33.5 61.5 53.3 59.6 44.5 54.4 47.6 Delay factor k 0.11 0.11 0.21 0.38 0.23 0.45 0.38 0.11 0.49 lncrem. delay d2 0.5 0.5 1.9 13.5 2.2 21.5 4.2 0.6 18.3 PF factor 0.894 0.828 0.522 0.894 0.828 0.862 0.653 0.862 0.653 Control delay 51.5 43.0 19.4 68.5 46.3 73.0 33.2 47.5 49.4 Lane group LOS D D 8 E D E c D D i,Apprch. delay 34.2 56.7 44.0 49.1 i,Approach LOS c E D D lntersec. delay 46.0 Intersection LOS D HCS2000™ Copyright C 2000 University of Florida. All Rights Reserved Version 4.1f file://C:\Documents and Settin s\skab.USAI\Local Settin s\Tem \s2k2DF.tm 2/21/2010 Page 1 of 1 ,\i' <?·~~ I"' ~() Short Report \J SHORT REPORT General Information Site Information Intersection PALOMAR AIRPORT !Analyst USA/ RD./NORTH DRJV jAgency or Co. USA! !Area Type All other areas Date Performed 02121110 Jurisdiction CARLSBAD [rime Period AM PEAK !Analysis Year YEAR 2030 WITH PROJECT Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 0 3 1 1 3 0 1 0 1 0 0 0 Lane group T R L T L R !Volume (vph) 1253 173 139 1766 128 100 %Heavy veh 2 1 1 2 1 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (P/A) A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 5 5 5 5 4 4 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 10 10 0 5 5 0 5 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N N Parking/hr Bus stops/hr 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Phasing WB Only Thru & RT 03 04 NB Onlv 06 07 08 !Timing G = 20.0 G = 65.0 G= G= G = 20.0 G= G= G= Y= 5 Y= 5 Y= Y= Y= 5 Y= Y= Y= Duration of Analysis (hrs = 0.25 Cvcle Lenqth C = 120.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB !Adj. flow rate 1319 182 146 1859 135 105 Lane group cap. 2748 835 298 3806 298 259 jv/c ratio 0.48 0.22 0.49 0.49 0.45 0.41 Green ratio 0.54 0.54 0.17 0.75 0.17 0.17 Unif. delay d1 17.0 14.3 45.4 5.9 45.1 44.7 Delay factor k 0.11 0.11 0.11 0.11 0.11 0.11 lncrem. delay d2 0.1 0.1 1.3 0.1 1.1 1.0 PF factor 0.212 0.212 0.867 0.200 1.000 1.000 Control delay 3.7 3.2 40.6 1.3 46.2 45.7 Lane group LOS A A D A D D IApprch. delay 3.7 4. 1 46.0 !Approach LOS A A D lntersec. delay 6.6 Intersection LOS A HCS2000TM Copyright© 2000 University of Florida. All Rights ReseT\Ied Version 4.1£ file://C:\Documents and Settin s\skab.USAI\Local Settin s\Tem \s2kE5.tm 2/24/2010 Short Report SHORT REPORT General Information Site Information Intersection PALOMAR AIRPORT Analyst USA/ RD./NORTH DRIV Agency or Co. USA/ ~rea Type All other areas Date Performed 02/21110 Jurisdiction CARLSBAD [Time Period PM PEAK Analysis Year YEAR 2030 WITH PROJECT Volume and Timing Input EB WB NB LT TH RT LT TH RT LT TH RT LT Num. of Lanes 0 3 1 1 3 0 1 0 1 0 Lane group T R L T L R [Volume (vph) 2066 226 177 1444 230 180 %Heavy veh 2 1 1 2 1 1 PHF 0.95 0.95 0.95 0.95 0.95 0.95 !Actuated (PIA) A A A A A A Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eft. green 2.0 2.0 2.0 2.0 2.0 2.0 !Arrival type 5 5 5 5 4 4 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 10 10 0 5 5 0 5 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N Parking/hr Bus stops/hr 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 PhasinQ WB Only Thru & RT 03 04 NB Only 06 07 [Timing G = 20.0 G = 65.0 G= G= G = 20.0 G= G= Y= 5 Y= 5 Y= Y= y = 5 Y= Y= Duration of Analysis _(hrs = 0.25 Cycle Length C = 120.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB ~dj. flow rate 2175 238 186 1520 242 189 Lane group cap. 2748 835 298 3806 298 259 v/c ratio 0.79 0.29 0.62 0.40 0.81 0.73 Green ratio 0.54 0.54 0.17 0.75 0.17 0.17 Unif. delay d1 22.1 14.9 46.5 5.4 48.2 47.4 Delay factor k 0.34 0.11 0.21 0. 11 0.35 0.29 lncrem. delay d2 1.6 0.2 4.1 0.1 15.6 10.0 PF factor 0.212 0.212 0.867 0.200 1.000 1.000 Control delay 6.3 3.4 44.4 1. 1 63.8 57.5 Lane group LOS A A D A E E Apprch. delay 6.0 5.9 61.0 Approach LOS A A E lntersec. delay 11.2 Intersection LOS HCS2000™ Copyright C 2000 University of Florida. All Rights Reserved file://C:\Documents and Settin s\skab.USAI\Local Settin s\Tem \s2kFl .tm Page 1 of 1 -~.S~ t" ~~ 0 ~ SB TH RT 0 0 N 08 G = Y= SB B Version 4.1 f 2/24/2010