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256 <br /> Hillsborough Industrial Site 2020 Existing PM <br /> 130: Old NC 86 & Service Road Timing Plan: PM 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 4 381 380 4 <br /> Future Vol,veh/h 4 4 4 381 380 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 4 423 422 4 <br /> Major/Minor Minor2 Major1 Major2 <br /> Conflicting Flow All 855 424 426 0 0 <br /> Stage 1 424 - - - - - <br /> Stage 2 431 - - - <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 Pot Cap-1 Maneuver 329 630 1133 - - <br /> Stage 1 660 - - - <br /> Stage 2 655 - - - <br /> Platoon blocked,% <br /> Mov Cap-1 Maneuver 327 630 1133 - - <br /> Mov Cap-2 Maneuver 327 - - - <br /> Stage 1 657 - - <br /> Stage 2 655 - - <br /> Approach EB NB SIB <br /> HCM Control Delay,s 13.5 0.1 0 <br /> HCM LOS B <br /> Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR <br /> Capacity(veh/h) 1133 - 431 - <br /> HCM Lane V/C Ratio 0.004 - 0.021 - <br /> HCM Control Delay(s) 8.2 0 13.5 - <br /> HCM Lane LOS A A B - <br /> HCM 95th%tile Q(veh) 0 - 0.1 - <br /> HCM 6th TWSC Synchro 10 Report <br /> Stantec Page 3 <br />