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264 <br /> Hillsborough Industrial Site 2023 Build AM <br /> 150: Warehouse A Dvwy & Service Road Timing Plan:AM Peak <br /> Intersection <br /> Int Delay,s/veh 1.7 <br /> Movement EBKEBR NBL NBT SBT SBR <br /> Lane Configurations Y 4 <br /> Traffic Vol,vehlh 18 4 4 11 37 59 <br /> Future Vol,veh/h 18 4 4 11 37 59 <br /> Conflicting Peds,#/hr 0 0 0 0 0 0 <br /> Sign Control Stop Stop Free Free Free Free <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 20 4 4 12 41 66 <br /> Major/Minor Minor2 Majorl Majo <br /> Conflicting Flow All 94 74 107 0 - 0 <br /> -Stage 1 74 - - - - - <br /> Stage 2 20 - - - <br /> Critical Hdwy 6.42 6.22 4.12 - <br /> Critical Hdwy Stg 1 5.42 - - - <br /> Critical Hdwy Stg 2 5.42 - - - <br /> Follow-up Hdwy 3.518 3.318 2.218 <br /> Pot Cap-1 Maneuver 906 988 1484 <br /> Stage 1 949 - - - <br /> Stage 2 1003 - - - - <br /> Platoon blocked,% - <br /> Mov Cap-1 Maneuver 903 988 1484 - - - <br /> Mov Cap-2 Maneuver 903 - - - <br /> Stage 1 946 - - - - <br /> Stage 2 1003 - - <br /> EB NB SIB <br /> HCM Control Delay,s 9 2 0 <br /> HCM LOS A <br /> Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR <br /> Capacity(vehlh) 1484 917 <br /> HCM Lane V/C Ratio 0.003 - 0.027 <br /> HCM Control Delay(s) — 9 <br /> HCM Lane LOS A A A <br /> HCM 95th%tile Q(veh) 0.1 <br /> HCM 6th TWSC Synchro 10 Report <br /> Stantec Page 5 <br />