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HCM 6th TWSC3: Site Driveway & E Harney Ln01/12/2025Foothill and North County Landfills Study - Future AM Synchro 11 ReportW-TransPage 3IntersectionInt Delay, s/veh 1.9Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 37 39 5 66 29 3Future Vol, veh/h 37 39 5 66 29 3Conflicting 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, % 10 23 0 13 21 0Mvmt Flow 37 39 5 66 29 3 Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 76 0 113 37 Stage 1 - - - - 37 - Stage 2 - - - - 76 -Critical Hdwy - - 4.1 - 6.61 6.2Critical Hdwy Stg 1 - - - - 5.61 -Critical Hdwy Stg 2 - - - - 5.61 -Follow-up Hdwy - - 2.2 - 3.689 3.3Pot Cap-1 Maneuver - - 1536 - 840 1041 Stage 1 - - - - 939 - Stage 2 - - - - 901 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1536 - 837 1041Mov Cap-2 Maneuver - - - - 837 - Stage 1 - - - - 939 - Stage 2 - - - - 898 - Approach EB WB NBHCM Control Delay, s 0 0.5 9.4HCM LOS A Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBTCapacity (veh/h) 837 1041 - - 1536 -HCM Lane V/C Ratio 0.035 0.003 - - 0.003 -HCM Control Delay (s) 9.5 8.5 - - 7.4 0HCM Lane LOS A A - - A AHCM 95th %tile Q(veh) 0.1 0 - - 0 -HCM 6th TWSC4: Clements Rd & E Harney Ln01/12/2025Foothill and North County Landfills Study - Future AM Synchro 11 ReportW-TransPage 4IntersectionInt Delay, s/veh 2.3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 21 5 17 4 0 2 39 89 3 2 160 24Future Vol, veh/h 21 5 17 4 0 2 39 89 3 2 160 24Conflicting 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, % 11 20 0 0 0 0 9 4 0 0 6 22Mvmt Flow 21 5 17 4 0 2 39 89 3 2 160 24 Major/Minor Minor2 Minor1 Major1 Major2Conflicting Flow All 346 346 172 356 357 91 184 0 0 92 0 0 Stage 1 176 176 - 169 169 - - - - - - - Stage 2 170 170 - 187 188 - - - - - - -Critical Hdwy 7.21 6.7 6.2 7.1 6.5 6.2 4.19 - - 4.1 - -Critical Hdwy Stg 1 6.21 5.7 - 6.1 5.5 - - - - - - -Critical Hdwy Stg 2 6.21 5.7 - 6.1 5.5 - - - - - - -Follow-up Hdwy 3.599 4.18 3.3 3.5 4 3.3 2.281 - - 2.2 - -Pot Cap-1 Maneuver 592 549 877 603 572 972 1350 - - 1515 - - Stage 1 805 721 - 838 763 - - - - - - - Stage 2 811 725 - 819 748 - - - - - - -Platoon blocked, % - - - -Mov Cap-1 Maneuver 577 532 877 573 554 972 1350 - - 1515 - -Mov Cap-2 Maneuver 577 532 - 573 554 - - - - - - - Stage 1 781 720 - 813 740 - - - - - - - Stage 2 785 703 - 797 747 - - - - - - - Approach EB WB NB SBHCM Control Delay, s 10.8 10.5 2.3 0.1HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBRCapacity (veh/h) 1350 - - 660 664 1515 - -HCM Lane V/C Ratio 0.029 - - 0.065 0.009 0.001 - -HCM Control Delay (s) 7.7 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 - -