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275 <br /> Hillsborough Industrial Site 2023 Build PM <br /> 160: Warehouse B Dvwy & Service Road Timing Plan: PM Peak <br /> Intersection <br /> Int Delay,s/veh 2.5 <br /> Movement EBT EBR WBL WBT NBL NBR <br /> Lane Configurations 1� 4 Y <br /> Traffic Vol,veh/h 93 4 13 34 4 36 <br /> Future Vol,veh/h 93 4 13 34 4 36 <br /> Conflicting Peds,#/hr 0 0 0 0 0 0 <br /> Sign Control Free Free Free Free Stop Stop <br /> RT Channelized None - None - None <br /> Storage Length - - 0 <br /> Veh in Median Storage,# 0 - 0 0 <br /> Grade, % 0 0 0 <br /> Peak Hour Factor 90 90 90 90 90 90 <br /> Heavy Vehicles, % 2 2 2 2 2 2 <br /> Mvmt Flow 103 4 14 38 4 40 <br /> Major/Minor Major1 Major2 Minor1 <br /> Conflicting Flow All 0 0 107 0 171 105 <br /> Stage 1 - - - - 105 - <br /> Stage 2 - 66 - <br /> Critical Hdwy 4.12 6.42 6.22 <br /> Critical Hdwy Stg 1 - 5.42 - <br /> Critical Hdwy Stg 2 - 5.42 - <br /> Follow-up Hdwy 2.218 3.518 3.318 <br /> Pot Cap-1 Maneuver 1484 819 949 <br /> Stage 1 - 919 - <br /> Stage 2 - 957 - <br /> Platoon blocked,% <br /> Mov Cap-1 Maneuver 1484 811 949 <br /> Mov Cap-2 Maneuver - 811 - <br /> Stage 1 - 919 <br /> Stage 2 - 947 <br /> Approach EB WB NB <br /> HCM Control Delay,s 0 2.1 9.1 <br /> HCM LOS A <br /> Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT <br /> Capacity(veh/h) 933 - 1484 <br /> HCM Lane V/C Ratio 0.048 - 0.01 <br /> HCM Control Delay(s) 9.1 - 7.5 0 <br /> HCM Lane LOS A - A A <br /> HCM 95th%tile Q(veh) 0.1 - 0 - <br /> HCM 6th TWSC Synchro 10 Report <br /> Stantec Page 6 <br />