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250 <br /> Hillsborough Industrial Site 2020 Existing AM <br /> 130: Old NC 86 & Service Road Timing Plan:AM Peak <br /> Intersection <br /> Int Delay,s/veh 0.2 <br /> Movement EBL EBR NBL NBT SBT SBR <br /> Lane Configurations Y 4 <br /> Traffic Vol,veh/h 4 4 4 450 300 4 <br /> Future Vol,veh/h 4 4 4 450 300 4 <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 4 4 4 500 333 4 <br /> Major/Minor jorl Major <br /> Conflicting Flow All 843 335 337 0 0 <br /> Stage 1 335 - - - - - <br /> Stage 2 508 - - - <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 334 707 1222 <br /> Stage 1 725 - - <br /> Stage 2 604 - - - - <br /> Platoon blocked,% - <br /> Mov Cap-1 Maneuver 332 707 1222 - - - <br /> Mov Cap-2 Maneuver 332 - - - <br /> Stage 1 721 - - - <br /> Stage 2 604 - <br /> EB NB SB <br /> HCM Control Delay,s 13.1 0.1 0 <br /> HCM LOS B <br /> Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR <br /> Capacity(veh/h) �Qj'U= - 452 <br /> HCM Lane V/C Ratio 0.004 - 0.02 <br /> HCM Control Delay(s) M111jr-13.1 <br /> HCM Lane LOS A A B <br /> HCM 95th%tile Q(veh) -- 0.1 <br /> HCM 6th TWSC Synchro 10 Report <br /> Stantec Page 3 <br />