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249 <br /> Hillsborough Industrial Site 2020 Existing AM <br /> 120: Old NC 86 & 1-40 EB Ramp Timing Plan:AM Peak <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 4 r* + <br /> Traffic Vol,veh/h 77 4 88 0 0 0 0 379 75 501 215 0 <br /> Future Vol,veh/h 77 4 88 0 0 0 0 379 75 501 215 0 <br /> Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 <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 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 86 4 98 0 0 0 0 421 83 557 239 0 <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 1 5.42 5.52 - - - - - <br /> Critical Hdwy Stg 2 5.42 5.52 - - - - - - <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 /> Approach EB NB SIB <br /> HCM Control Delay,s$369.8 0 8.4 <br /> HCM LOS F <br /> Minor Lane/Major Mvmt NBT NBR EBLn1 EBLn2 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 /> HCM 6th TWSC Synchro 10 Report <br /> Stantec Page 2 <br />