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263 <br /> Hillsborough Industrial Site 2023 Build AM <br /> 140: Old NC 86 & Davis Road Timing Plan:AM Peak <br /> Intersection <br /> Int Delay,s/veh 7.2 <br /> Movement EBL EBR NBL NBT SBT SBR <br /> Lane Configurations Y 4 <br /> Traffic Vol,veh/h 172 23 40 362 287 102 <br /> Future Vol,veh/h 172 23 40 362 287 102 <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 191 26 44 402 319 113 <br /> Major/Minor 'mMWIM Majorl Major2 <br /> Conflicting Flow All 866 376 432 0 0 <br /> Stage 1 376 - - - - - <br /> Stage 2 490 - - - <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 324 670 1128 <br /> Stage 1 694 - - <br /> Stage 2 616 - - - - <br /> Platoon blocked,% - <br /> Mov Cap-1 Maneuver 308 670 1128 - - - <br /> Mov Cap-2 Maneuver 308 - - - <br /> Stage 1 659 - - - - <br /> Stage 2 616 - - <br /> EB NB SIB <br /> HCM Control Delay,s 34.7 0.8 0 <br /> HCM LOS D <br /> Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR <br /> Capacity(veh/h) 1128 329 - <br /> HCM Lane V/C Ratio 0.039 - 0.659 - <br /> HCM Control Delay(s) 8.3 0 34.7 - <br /> HCM Lane LOS A A D - <br /> HCM 95th%tile Q(veh) 0.1 - 4.4 - <br /> HCM 6th TWSC Synchro 10 Report <br /> Stantec Page 4 <br />