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251 <br /> Hillsborough Industrial Site 2020 Existing AM <br /> 140: Old NC 86 & Davis Road Timing Plan:AM Peak <br /> Intersection <br /> Int Delay,s/veh 4.8 <br /> Movement EBL EBR NBL NBT SBT SBR <br /> Lane Configurations Y 4 <br /> Traffic Vol,veh/h 152 18 27 302 253 51 <br /> Future Vol,veh/h 152 18 27 302 253 51 <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 169 20 30 336 281 57 <br /> Major/Minor Minor2 Majorl Major2 <br /> Conflicting Flow All 706 310 338 0 0 <br /> Stage 1 310 - - - - - <br /> Stage 2 396 - - - <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 402 730 1221 <br /> Stage 1 744 - - <br /> Stage 2 680 - - - - <br /> Platoon blocked,% - <br /> Mov Cap-1 Maneuver 390 730 1221 - - - <br /> Mov Cap-2 Maneuver 390 - - - <br /> Stage 1 722 - - - - <br /> Stage 2 680 - - <br /> EB NB SB <br /> HCM Control Delay,s 21.1 0.7 0 <br /> HCM LOS C <br /> Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR <br /> Capacity(veh/h) 1221 410 <br /> HCM Lane V/C Ratio 0.025 - 0.461 <br /> HCM Control Delay(s) 81W 21.1 <br /> HCM Lane LOS A A C <br /> HCM 95th%tile Q(veh) -- 2.4 <br /> HCM 6th TWSC Synchro 10 Report <br /> Stantec Page 4 <br />