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HCM 6th TWSC3: Site Driveway & E Harney Ln01/12/2025Foothill and North County Landfills Study - Future plus Project AM Synchro 11 ReportW-TransPage 3IntersectionInt Delay, s/veh 2.4Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 37 60 7 66 44 5Future Vol, veh/h 37 60 7 66 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 100 100 100 100 100 100Heavy Vehicles, % 11 30 0 12 30 0Mvmt Flow 37 60 7 66 44 5 Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 97 0 117 37 Stage 1 - - - - 37 - Stage 2 - - - - 80 -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 - - 1509 - 816 1041 Stage 1 - - - - 918 - Stage 2 - - - - 877 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1509 - 812 1041Mov Cap-2 Maneuver - - - - 812 - Stage 1 - - - - 918 - Stage 2 - - - - 873 - Approach EB WB NBHCM Control Delay, s 0 0.7 9.6HCM LOS A Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBTCapacity (veh/h) 812 1041 - - 1509 -HCM Lane V/C Ratio 0.054 0.005 - - 0.005 -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 Ln01/12/2025Foothill and North County Landfills Study - Future plus Project AM Synchro 11 ReportW-TransPage 4IntersectionInt Delay, s/veh 2.4Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 22 5 18 4 0 2 40 89 3 2 160 25Future Vol, veh/h 22 5 18 4 0 2 40 89 3 2 160 25Conflicting 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 100 100 100 100 100 100 100 100 100 100 100 100Heavy Vehicles, % 9 20000010400620Mvmt Flow 22 5 18 4 0 2 40 89 3 2 160 25 Major/Minor Minor2 Minor1 Major1 Major2Conflicting Flow All 349 349 173 359 360 91 185 0 0 92 0 0 Stage 1 177 177 - 171 171 - - - - - - - Stage 2 172 172 - 188 189 - - - - - - -Critical Hdwy 7.19 6.7 6.2 7.1 6.5 6.2 4.2 - - 4.1 - -Critical Hdwy Stg 1 6.19 5.7 - 6.1 5.5 - - - - - - -Critical Hdwy Stg 2 6.19 5.7 - 6.1 5.5 - - - - - - -Follow-up Hdwy 3.581 4.18 3.3 3.5 4 3.3 2.29 - - 2.2 - -Pot Cap-1 Maneuver 593 547 876 600 570 972 1343 - - 1515 - - Stage 1 809 720 - 836 761 - - - - - - - Stage 2 814 724 - 818 748 - - - - - - -Platoon blocked, % - - - -Mov Cap-1 Maneuver 578 529 876 569 552 972 1343 - - 1515 - -Mov Cap-2 Maneuver 578 529 - 569 552 - - - - - - - Stage 1 784 719 - 810 737 - - - - - - - Stage 2 787 702 - 795 747 - - - - - - - Approach EB WB NB SBHCM Control Delay, s 10.8 10.5 2.4 0.1HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBRCapacity (veh/h) 1343 - - 661 660 1515 - -HCM Lane V/C Ratio 0.03 - - 0.068 0.009 0.001 - -HCM Control Delay (s) 7.8 0 - 10.8 10.5 7.4 0 -HCM Lane LOS A A - B B A A -HCM 95th %tile Q(veh) 0.1 - - 0.2 0 0 - -