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HCM 6th TWSC3: Site Driveway & E Harney Ln01/02/2025Foothill and North County Landfills Study - Existing plus Project AM Synchro 11 ReportW-TransPage 3IntersectionInt Delay, s/veh 2.7Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 31 60 7 47 44 5Future Vol, veh/h 31 60 7 47 44 5Conflicting Peds, #/hr000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - 575 - - 0 50Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 85 85 85 85 85 85Heavy Vehicles, % 10 30 0 13 30 0Mvmt Flow 36 71 8 55 52 6 Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 107 0 107 36 Stage 1 - - - - 36 - Stage 2 - - - - 71 -Critical Hdwy - - 4.1 - 6.7 6.2Critical Hdwy Stg 1 - - - - 5.7 -Critical Hdwy Stg 2 - - - - 5.7 -Follow-up Hdwy - - 2.2 - 3.77 3.3Pot Cap-1 Maneuver - - 1497 - 827 1042 Stage 1 - - - - 919 - Stage 2 - - - - 885 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1497 - 822 1042Mov Cap-2 Maneuver - - - - 822 - Stage 1 - - - - 919 - Stage 2 - - - - 880 - Approach EB WB NBHCM Control Delay, s 0 1 9.6HCM LOS A Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBTCapacity (veh/h) 822 1042 - - 1497 -HCM Lane V/C Ratio 0.063 0.006 - - 0.006 -HCM Control Delay (s) 9.7 8.5 - - 7.4 0HCM Lane LOS A A - - A AHCM 95th %tile Q(veh) 0.2 0 - - 0 -HCM 6th TWSC4: Clements Rd & E Harney Ln01/02/2025Foothill and North County Landfills Study - Existing plus Project AM Synchro 11 ReportW-TransPage 4IntersectionInt Delay, s/veh 3.4Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 20 5 15 4 0 2 33 47 3 2 65 19Future Vol, veh/h 20 5 15 4 0 2 33 47 3 2 65 19Conflicting Peds, #/hr000000000000Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free FreeRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85Heavy Vehicles, % 10 20 0 0 0 0 9 4 0 0 6 21Mvmt Flow 24 6 18 5 0 2 39 55 4 2 76 22 Major/Minor Minor2 Minor1 Major1 Major2Conflicting Flow All 227 228 87 238 237 57 98 0 0 59 0 0 Stage 1 91 91 - 135 135 - - - - - - - Stage 2 136 137 - 103 102 - - - - - - -Critical Hdwy 7.2 6.7 6.2 7.1 6.5 6.2 4.19 - - 4.1 - -Critical Hdwy Stg 1 6.2 5.7 - 6.1 5.5 - - - - - - -Critical Hdwy Stg 2 6.2 5.7 - 6.1 5.5 - - - - - - -Follow-up Hdwy 3.59 4.18 3.3 3.5 4 3.3 2.281 - - 2.2 - -Pot Cap-1 Maneuver 712 641 977 721 667 1015 1452 - - 1558 - - Stage 1 897 786 - 873 789 - - - - - - - Stage 2 848 750 - 908 815 - - - - - - -Platoon blocked, % - - - -Mov Cap-1 Maneuver 695 622 977 687 648 1015 1452 - - 1558 - -Mov Cap-2 Maneuver 695 622 - 687 648 - - - - - - - Stage 1 872 785 - 849 767 - - - - - - - Stage 2 822 729 - 884 814 - - - - - - - Approach EB WB NB SBHCM Control Delay, s 10 9.7 3 0.2HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBRCapacity (veh/h) 1452 - - 767 770 1558 - -HCM Lane V/C Ratio 0.027 - - 0.061 0.009 0.002 - -HCM Control Delay (s) 7.5 0 - 10 9.7 7.3 0 -HCM Lane LOS A A - B A A A -HCM 95th %tile Q(veh) 0.1 - - 0.2 0 0 - -