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HCM 6th TWSC3: Site Driveway & E Harney Ln01/02/2025Foothill and North County Landfills Study - Existing plus Project PM Synchro 11 ReportW-TransPage 3IntersectionInt Delay, s/veh 2.1Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 53 0 0 44 26 2Future Vol, veh/h 53 0 0 44 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 85 85 85 85 85 85Heavy Vehicles, %000000Mvmt Flow 62 0 0 52 31 2 Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 62 0 114 62 Stage 1 - - - - 62 - Stage 2 - - - - 52 -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 - - 1554 - 887 1009 Stage 1 - - - - 966 - Stage 2 - - - - 976 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1554 - 887 1009Mov Cap-2 Maneuver - - - - 887 - Stage 1 - - - - 966 - Stage 2 - - - - 976 - Approach EB WB NBHCM Control Delay, s 0 0 9.2HCM LOS A Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBTCapacity (veh/h) 887 1009 - - 1554 -HCM Lane V/C Ratio 0.034 0.002 - - - -HCM Control Delay (s) 9.2 8.6 - - 0 -HCM Lane LOS A A - - A -HCM 95th %tile Q(veh) 0.1 0 - - 0 -HCM 6th TWSC4: Clements Rd & E Harney Ln01/02/2025Foothill and North County Landfills Study - Existing plus Project PM Synchro 11 ReportW-TransPage 4IntersectionInt Delay, s/veh 3.1Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 20 1 29 2 0 0 25 50 0 0 73 24Future Vol, veh/h 20 1 29 2 0 0 25 50 0 0 73 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 85 85 85 85 85 85 85 85 85 85 85 85Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 4Mvmt Flow 24 1 34 2 0 0 29 59 0 0 86 28 Major/Minor Minor2 Minor1 Major1 Major2Conflicting Flow All 217 217 100 235 231 59 114 0 0 59 0 0 Stage 1 100 100 - 117 117 - - - - - - - Stage 2 117 117 - 118 114 - - - - - - -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 744 685 961 724 672 1012 1488 - - 1558 - - Stage 1 911 816 - 892 803 - - - - - - - Stage 2 892 803 - 891 805 - - - - - - -Platoon blocked, % - - - -Mov Cap-1 Maneuver 733 671 961 687 659 1012 1488 - - 1558 - -Mov Cap-2 Maneuver 733 671 - 687 659 - - - - - - - Stage 1 893 816 - 874 787 - - - - - - - Stage 2 874 787 - 858 805 - - - - - - - Approach EB WB NB SBHCM Control Delay, s 9.6 10.3 2.5 0HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBRCapacity (veh/h) 1488 - - 848 687 1558 - -HCM Lane V/C Ratio 0.02 - - 0.069 0.003 - - -HCM Control Delay (s) 7.5 0 - 9.6 10.3 0 - -HCM Lane LOS A A - A B A - -HCM 95th %tile Q(veh) 0.1 - - 0.2 0 0 - -