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Hillsborough Industrial Site 2020 Existing PM <br />140: Old NC 86 & Davis Road Timing Plan: PM Peak <br />HCM 6th TWSC Synchro 10 Report <br />Stantec Page 4 <br />Intersection <br />Int Delay, s/veh 2.3 <br />Movement EBL EBR NBL NBT SBT SBR <br />Lane Configurations <br />Traffic Vol, veh/h 65 26 40 321 253 131 <br />Future Vol, veh/h 65 26 40 321 253 131 <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 72 29 44 357 281 146 <br /> <br />Major/Minor Minor2 Major1 Major2 <br />Conflicting Flow All 799 354 427 0 - 0 <br /> Stage 1 354 ----- <br /> Stage 2 445 ----- <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 355 690 1132 - - - <br /> Stage 1 710 ----- <br /> Stage 2 646 ----- <br />Platoon blocked, % - - - <br />Mov Cap-1 Maneuver 338 690 1132 - - - <br />Mov Cap-2 Maneuver 338 ----- <br /> Stage 1 676 ----- <br /> Stage 2 646 ----- <br /> <br />Approach EB NB SB <br />HCM Control Delay, s 17.2 0.9 0 <br />HCM LOS C <br /> <br />Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR <br />Capacity (veh/h)1132 - 396 - - <br />HCM Lane V/C Ratio 0.039 - 0.255 - - <br />HCM Control Delay (s) 8.3 0 17.2 - - <br />HCM Lane LOS A A C - - <br />HCM 95th %tile Q(veh) 0.1 - 1 - - <br />257