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Hillsborough Industrial Site 2020 Existing AM <br />120: Old NC 86 & I-40 EB Ramp Timing Plan: AM Peak <br />HCM 6th TWSC Synchro 10 Report <br />Stantec Page 2 <br />Intersection <br />Int Delay, s/veh 51.2 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Vol, veh/h 774880000379755012150 <br />Future Vol, veh/h 77 4 880000379755012150 <br />Conflicting Peds, #/hr 0 00000000000 <br />Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free <br />RT Channelized - - None - - None - - None - - None <br />Storage Length - - 200 ------0-- <br />Veh in Median Storage, # - 0 - - 16979 - - 0 - - 0 - <br />Grade, % - 0 - - 0 - - 0 - - 0 - <br />Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 <br />Heavy Vehicles, % 2 22222222222 <br />Mvmt Flow 864980000421835572390 <br /> <br />Major/Minor Minor2 Major1 Major2 <br />Conflicting Flow All 1816 1857 239 - 0 0 504 0 0 <br /> Stage 1 1353 1353 ------- <br /> Stage 2 463 504 ------- <br />Critical Hdwy 6.42 6.52 6.22 - - - 4.12 - - <br />Critical Hdwy Stg 15.425.52------- <br />Critical Hdwy Stg 25.425.52------- <br />Follow-up Hdwy 3.518 4.018 3.318 - - - 2.218 - - <br />Pot Cap-1 Maneuver 86 74 800 0 - - 1061 - 0 <br /> Stage 1 241 218 -0 ----0 <br /> Stage 2 634 541 -0 ----0 <br />Platoon blocked, %- -- <br />Mov Cap-1 Maneuver ~ 41 0 800 - - - 1061 - - <br />Mov Cap-2 Maneuver ~ 41 0 ------- <br /> Stage 1 241 0 ------- <br /> Stage 2 301 0 ------- <br /> <br />Approach EB NB SB <br />HCM Control Delay, s$ 369.8 0 8.4 <br />HCM LOS F <br /> <br />Minor Lane/Major Mvmt NBT NBREBLn1EBLn2 SBL SBT <br />Capacity (veh/h)- - 41 800 1061 - <br />HCM Lane V/C Ratio - - 2.195 0.122 0.525 - <br />HCM Control Delay (s) - -$ 760.5 10.1 12.1 - <br />HCM Lane LOS - - F B B - <br />HCM 95th %tile Q(veh) - - 9.6 0.4 3.2 - <br />Notes <br />~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon <br />249