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89 <br /> HCM 6th TWSC Build <br /> 2: Highway 86 & Site Drive 2 Timing Plan:AM Peak Hour <br /> Intersection <br /> Int Delay,s/veh 0.3 <br /> Movement WBL WBR NBT NBR SBL SBT <br /> Lane Configurations Y T +T <br /> Traffic Vol,veh/h 9 4 307 4 4 552 <br /> Future Vol,veh/h 9 4 307 4 4 552 <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 10 4 341 4 4 613 <br /> Major/Minor Minorl Majorl Major2 <br /> Conflicting Flow All 964 343 0 0 345 0 <br /> Stage 1 343 - - - - - <br /> Stage 2 621 - - - <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 283 700 1214 - <br /> Stage 1 719 - - <br /> Stage 2 536 - - - <br /> Platoon blocked, % <br /> Mov Cap-1 Maneuver 282 700 1214 <br /> Mov Cap-2 Maneuver 282 - - <br /> Stage 1 719 - <br /> Stage 2 533 - <br /> Approach WB NB SB <br /> HCM Control Delay,s 15.9 0 0.1 <br /> HCM LOS C <br /> Minor Lane/Major Mvmt NBT NBRWBLnl SBL SBT <br /> Capacity(vehlh) 345 1214 <br /> HCM Lane V/C Ratio 0.042 0.004 <br /> HCM Control Delay(s) 15.9 8 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 2 <br />