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91 <br /> HCM 6th TWSC Build <br /> 2: Highway 86 & Site Drive 2 Timing Plan;PM Peak Hour <br /> Intersection <br /> Int Delay,s/veh 0.2 <br /> Movement WBL WBR NBT NBR SBL SBT <br /> Lane Configurations Y T +T <br /> Traffic Vol,veh/h 6 4 577 9 4 363 <br /> Future Vol,veh/h 6 4 577 9 4 363 <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 4 641 10 4 403 <br /> Major/Minor Minorl Majorl Major2 <br /> Conflicting Flow All 1057 646 0 0 651 0 <br /> Stage 1 646 - - - - - <br /> Stage 2 411 - - - <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 249 472 935 <br /> Stage 1 522 - - - <br /> Stage 2 669 - - - <br /> Platoon blocked, % <br /> Mov Cap-1 Maneuver 248 472 935 <br /> Mov Cap-2 Maneuver 248 - - <br /> Stage 1 522 - - - <br /> Stage 2 665 - - <br /> Approach WB NB SB <br /> HCM Control Delay,s 17,2 0 0.1 <br /> HCM LOS C <br /> Minor Lane/Major Mvmt NBT NBRWBLnl SBL SBT <br /> Capacity(veh/h) 306 935 <br /> HCM Lane V/C Ratio 0,036 0.005 <br /> HCM Control Delay(s) - 17.2 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 2 <br />