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Hillsborough Industrial Site 2020 Existing AM <br />140: Old NC 86 & Davis Road Timing Plan: AM Peak <br />HCM 6th TWSC Synchro 10 Report <br />Stantec Page 4 <br />Intersection <br />Int Delay, s/veh 4.8 <br />Movement EBL EBR NBL NBT SBT SBR <br />Lane Configurations <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 00000 <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 22222 <br />Mvmt Flow 169 20 30 336 281 57 <br /> <br />Major/Minor Minor2 Major1 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 15.42----- <br />Critical Hdwy Stg 25.42----- <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 /> <br />Approach EB NB SB <br />HCM Control Delay, s 21.1 0.7 0 <br />HCM LOS C <br /> <br />Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR <br />Capacity (veh/h)1221 - 410 - - <br />HCM Lane V/C Ratio 0.025 - 0.461 - - <br />HCM Control Delay (s) 8 0 21.1 - - <br />HCM Lane LOS A A C - - <br />HCM 95th %tile Q(veh) 0.1 - 2.4 - - <br />251