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Hillsborough Industrial Site 2023 Build 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 4.6 <br />Movement EBL EBR NBL NBT SBT SBR <br />Lane Configurations <br />Traffic Vol, veh/h 115 39 45 367 312 153 <br />Future Vol, veh/h 115 39 45 367 312 153 <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 128 43 50 408 347 170 <br /> <br />Major/Minor Minor2 Major1 Major2 <br />Conflicting Flow All 940 432 517 0 - 0 <br /> Stage 1 432 ----- <br /> Stage 2 508 ----- <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 293 624 1049 - - - <br /> Stage 1 655 ----- <br /> Stage 2 604 ----- <br />Platoon blocked, % - - - <br />Mov Cap-1 Maneuver 275 624 1049 - - - <br />Mov Cap-2 Maneuver 275 ----- <br /> Stage 1 614 ----- <br /> Stage 2 604 ----- <br /> <br />Approach EB NB SB <br />HCM Control Delay, s 28.5 0.9 0 <br />HCM LOS D <br /> <br />Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR <br />Capacity (veh/h)1049 - 320 - - <br />HCM Lane V/C Ratio 0.048 - 0.535 - - <br />HCM Control Delay (s) 8.6 0 28.5 - - <br />HCM Lane LOS A A D - - <br />HCM 95th %tile Q(veh) 0.1 - 3 - - <br />273