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HCM 6th TWSC <br />8: Main St & Project Driveway 1 09/03/2019 <br />The Addington 09/03/2019 Existing Conditions - AM Peak hour Synchro 10 Report <br />Page 5 <br />Intersection <br />Int Delay, s/veh 0 <br />Movement WBL WBR NBT NBR SBL SBT <br />Lane Configurations <br />Traffic Vol, veh/h 0 1 1271 12 0 1356 <br />Future Vol, veh/h 0 1 1271 12 0 1356 <br />Conflicting Peds, #/hr 0 00000 <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 92 92 92 92 92 92 <br />Heavy Vehicles, % 2 22222 <br />Mvmt Flow 0 1 1382 13 0 1474 <br /> <br />Major/Minor Minor1 Major1 Major2 <br />Conflicting Flow All - 698 0 0 - - <br /> Stage 1 ------ <br /> Stage 2 ------ <br />Critical Hdwy - 7.14 ---- <br />Critical Hdwy Stg 1 ------ <br />Critical Hdwy Stg 2 ------ <br />Follow-up Hdwy - 3.92 ---- <br />Pot Cap-1 Maneuver 0 328 - - 0 - <br /> Stage 1 0 - - - 0 - <br /> Stage 2 0 - - - 0 - <br />Platoon blocked, %- -- <br />Mov Cap-1 Maneuver - 328 ---- <br />Mov Cap-2 Maneuver ------ <br /> Stage 1 ------ <br /> Stage 2 ------ <br /> <br />Approach WB NB SB <br />HCM Control Delay, s 16 0 0 <br />HCM LOS C <br /> <br />Minor Lane/Major Mvmt NBT NBRWBLn1 SBT <br />Capacity (veh/h)- - 328 - <br />HCM Lane V/C Ratio - - 0.003 - <br />HCM Control Delay (s) - - 16 - <br />HCM Lane LOS - - C - <br />HCM 95th %tile Q(veh) - - 0 - <br />2-298