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323 <br /> Hillsborough Industrial Site 2023 No-Build AM <br /> 140: Old NC 86 & Davis Road Timing Plan:AM Peak <br /> Intersection <br /> Int Delay,s/veh 5.2 <br /> Movement EBL EBR NBL NBT SBT SBR <br /> Lane Configurations Y 4 <br /> Traffic Vol,veh/h 157 19 28 337 280 53 <br /> Future Vol,veh/h 157 19 28 337 280 53 <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 17 31 374 311 59 <br /> Major/Minor —RWFT� Majorl <br /> Conflicting Flow All 777 341 370 0 - 0 <br /> -Stage 1 341 - - - - - <br /> Stage 2 436 - - - <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 365 701 1189 <br /> Stage 1 720 - - <br /> Stage 2 652 - - - <br /> Platoon blocked,% - - - <br /> Mov Cap-1 Maneuver 353 701 1189 - - - <br /> Mov Cap-2 Maneuver 353 - - - - <br /> Stage 1 696 - - <br /> Stage 2 652 - - <br /> EB NB SB <br /> HCM Control Delay,s 24.8 0.6 0 <br /> HCM LOS C <br /> Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR <br /> Capacity(veh/h) 1189 - 373 - <br /> HCM Lane V/C Ratio 0.026 - 0.524 - <br /> HCM Control Delay(s) 8.1 0 24.8 - <br /> HCM Lane LOS A A C - <br /> HCM 95th%tile Q(veh) 0.1 - 2.9 - <br /> HCM 6th TWSC Synchro 10 Report <br /> Stantec Page 4 <br />