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Planning Board - 081920 Agenda Packet
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Planning Board - 081920 Agenda Packet
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8/17/2020 12:13:04 PM
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Date
8/19/2020
Meeting Type
Regular Meeting
Document Type
Agenda
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081920 Spec Planning Board Minutes
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\Advisory Boards and Commissions - Active\Orange County Planning Board\Minutes\2020
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HCM 6th TWSC <br />110: Old NC 86 & I-40 WB Ramp 08/05/2020 <br />Hillsborough Industrial Site 4:00 pm 03/19/2020 2023 Build-Improved PM Synchro 10 Report <br />Stantec Page 4 <br />Intersection <br />Int Delay, s/veh 5.2 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Vol, veh/h 0 0 0 70 4 580 144 500 0 0 868 159 <br />Future Vol, veh/h 0 0 0 70 4 580 144 500 0 0 868 159 <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 - - Free - - None - - None <br />Storage Length - - - 225 - 0 225 ----- <br />Veh in Median Storage, # - 2 - - 0 - - 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 0 0 0 78 4 644 160 556 0 0 964 177 <br /> <br />Major/Minor Minor1 Major1 Major2 <br />Conflicting Flow All 1358 2017 - 1141 0 - - - 0 <br /> Stage 1 876 876 - - - - - - - <br /> Stage 2 482 1141 - - - - - - - <br />Critical Hdwy 6.636.53-4.13----- <br />Critical Hdwy Stg 1 5.43 5.53 - - - - - - - <br />Critical Hdwy Stg 2 5.83 5.53 - - - - - - - <br />Follow-up Hdwy 3.519 4.019 - 2.219 ----- <br />Pot Cap-1 Maneuver 152 58 0 610 - 0 0 - - <br /> Stage 1 406 366 0 - - 0 0 - - <br /> Stage 2 588 275 0 - - 0 0 - - <br />Platoon blocked, %-- - <br />Mov Cap-1 Maneuver 112 0 - 610 ----- <br />Mov Cap-2 Maneuver 112 0 - - - - - - - <br /> Stage 1 300 0 - - - - - - - <br /> Stage 2 588 0 - - - - - - - <br /> <br />Approach WB NB SB <br />HCM Control Delay, s 96.5 2.9 0 <br />HCM LOS F <br /> <br />Minor Lane/Major Mvmt NBL NBTWBLn1WBLn2 SBT SBR <br />Capacity (veh/h)610 - 112 - - - <br />HCM Lane V/C Ratio 0.262 - 0.734 - - - <br />HCM Control Delay (s) 13 - 96.5 0 - - <br />HCM Lane LOS B - F A - - <br />HCM 95th %tile Q(veh) 1 - 4 - - - <br />76
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