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HCM 6th TWSC3: Site Driveway & E Harney Ln01/12/2025Foothill and North County Landfills Study - Future plus Project PM Synchro 11 ReportW-TransPage 3IntersectionInt Delay, s/veh 1.6Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 80 0 0 53 26 2Future Vol, veh/h 80 0 0 53 26 2Conflicting 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, %000000Mvmt Flow 80 0 0 53 26 2 Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 80 0 133 80 Stage 1 - - - - 80 - Stage 2 - - - - 53 -Critical Hdwy - - 4.1 - 6.4 6.2Critical Hdwy Stg 1 - - - - 5.4 -Critical Hdwy Stg 2 - - - - 5.4 -Follow-up Hdwy - - 2.2 - 3.5 3.3Pot Cap-1 Maneuver - - 1531 - 866 986 Stage 1 - - - - 948 - Stage 2 - - - - 975 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1531 - 866 986Mov Cap-2 Maneuver - - - - 866 - Stage 1 - - - - 948 - Stage 2 - - - - 975 - Approach EB WB NBHCM Control Delay, s 0 0 9.3HCM LOS A Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBTCapacity (veh/h) 866 986 - - 1531 -HCM Lane V/C Ratio 0.03 0.002 - - - -HCM Control Delay (s) 9.3 8.7 - - 0 -HCM Lane LOS A A - - A -HCM 95th %tile Q(veh) 0.1 0 - - 0 -HCM 6th TWSC4: Clements Rd & E Harney Ln01/12/2025Foothill and North County Landfills Study - Future plus Project PM Synchro 11 ReportW-TransPage 4IntersectionInt Delay, s/veh 2.8Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 30 1 41 2 0 0 31 108 0 0 112 24Future Vol, veh/h 30 1 41 2 0 0 31 108 0 0 112 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, % 0 0 0 0 0 0 0 0 0 0 0 4Mvmt Flow 30 1 41 2 0 0 31 108 0 0 112 24 Major/Minor Minor2 Minor1 Major1 Major2Conflicting Flow All 294 294 124 315 306 108 136 0 0 108 0 0 Stage 1 124 124 - 170 170 - - - - - - - Stage 2 170 170 - 145 136 - - - - - - -Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - -Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - -Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - -Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - -Pot Cap-1 Maneuver 662 620 932 642 611 951 1461 - - 1495 - - Stage 1 885 797 - 837 762 - - - - - - - Stage 2 837 762 - 863 788 - - - - - - -Platoon blocked, % - - - -Mov Cap-1 Maneuver 650 606 932 602 597 951 1461 - - 1495 - -Mov Cap-2 Maneuver 650 606 - 602 597 - - - - - - - Stage 1 865 797 - 818 744 - - - - - - - Stage 2 818 744 - 824 788 - - - - - - - Approach EB WB NB SBHCM Control Delay, s 10.1 11 1.7 0HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBRCapacity (veh/h) 1461 - - 784 602 1495 - -HCM Lane V/C Ratio 0.021 - - 0.092 0.003 - - -HCM Control Delay (s) 7.5 0 - 10.1 11 0 - -HCM Lane LOS A A - B B A - -HCM 95th %tile Q(veh) 0.1 - - 0.3 0 0 - -