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90 <br /> HCM 6th TWSC Build <br /> 1: Highway 86 & Site Drive 1 Timing Plan:PM Peak Hour <br /> Intersection <br /> Int Delay,s/veh 0.3 <br /> Movement WBL WBR NBT NBR SBL SBT <br /> Lane Configurations Y T+ +' <br /> Traffic Vol,veh/h 6 5 569 10 10 360 <br /> Future Vol,veh/h 6 5 569 10 10 360 <br /> Conflicting Peds,#/hr 0 0 0 0 0 0 <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 2 2 2 2 2 <br /> Mvmt Flow 7 6 632 11 11 400 <br /> Major/Minor Minorl Majorl Major2 <br /> Conflicting Flow All 1060 638 0 0 643 0 <br /> Stage 1 638 - - - - - <br /> Stage 2 422 - - - <br /> Critical Hdwy 6.42 6.22 4.12 - <br /> Critical Hdwy Stg 1 5.42 - - <br /> Critical Hdwy Stg 2 5.42 - - - - <br /> Follow-up Hdwy 3.518 3.318 - 2.218 <br /> Pot Cap-1 Maneuver 248 477 942 <br /> Stage 1 526 - - <br /> Stage 2 662 - - <br /> Platoon blocked,% - <br /> Mov Cap-1 Maneuver 244 477 - 942 - <br /> Mov Cap-2 Maneuver 244 - - <br /> Stage 1 526 - <br /> Stage 2 652 - - - <br /> Approach WB NB SB <br /> HCM Control Delay,s 16.9 0 0.2 <br /> HCM LOS C <br /> Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT <br /> Capacity(veh/h) 314 942 <br /> HCM Lane V/C Ratio 0.039 0.012 <br /> HCM Control Delay(s) - 16.9 8.9 0 <br /> HCM Lane LOS C A A <br /> HCM 95th%tile Q(veh) 0.1 0 - <br /> Highway 86 Subdivision-Orange County, NC Synchro 11 Report <br /> Bolton&Menk Page 1 <br />