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HCM 6th TWSC Build <br />1: NC 54 & Site Drive Timing Plan: AM Peak Hour <br />Rigsbee Subdivision - Orange County, NC Synchro 11 Report <br />Bolton & Menk Page 1 <br />Intersection <br />Int Delay, s/veh 0.6 <br />Movement EBL EBT WBT WBR SBL SBR <br />Lane Configurations <br />Traffic Vol, veh/h 4 1024 295 7 21 5 <br />Future Vol, veh/h 4 1024 295 7 21 5 <br />Conflicting Peds, #/hr 0 0 0 0 0 0 <br />Sign Control Free Free Free Free Stop Stop <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 4 1138 328 8 23 6 <br /> <br />Major/Minor Major1 Major2 Minor2 <br />Conflicting Flow All 336 0 - 0 1478 332 <br /> Stage 1 - - - - 332 - <br /> Stage 2 - - - - 1146 - <br />Critical Hdwy 4.12 - - - 6.42 6.22 <br />Critical Hdwy Stg 1 - - - - 5.42 - <br />Critical Hdwy Stg 2 - - - - 5.42 - <br />Follow-up Hdwy 2.218 - - - 3.518 3.318 <br />Pot Cap-1 Maneuver 1223 - - - 139 710 <br /> Stage 1 - - - - 727 - <br /> Stage 2 - - - - 303 - <br />Platoon blocked, %- - - <br />Mov Cap-1 Maneuver 1223 - - - 138 710 <br />Mov Cap-2 Maneuver - - - - 138 - <br /> Stage 1 - - - - 720 - <br /> Stage 2 - - - - 303 - <br /> <br />Approach EB WB SB <br />HCM Control Delay, s 0 0 31.8 <br />HCM LOS D <br /> <br />Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 <br />Capacity (veh/h)1223 - - - 163 <br />HCM Lane V/C Ratio 0.004 - - - 0.177 <br />HCM Control Delay (s) 8 0 - - 31.8 <br />HCM Lane LOS A A - - D <br />HCM 95th %tile Q(veh) 0 - - - 0.6 <br />78