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HCM 6th AWSC <br />13: Bush St/Driveway 2 & Edgewood Rd 09/13/2019 <br />Intersection <br />Intersection Delay, slveh 8.7 <br />Intersection LOS A <br />Movement EBL <br />EBT <br />EBR <br />WBL <br />WBT <br />WBR <br />NBL <br />NBT <br />NBR <br />SBL <br />SBT <br />SBR <br />Lane Configurations <br />44 <br />44 <br />4* <br />4* <br />Traffic Vol, vehrh <br />0 101 <br />68 <br />0 <br />192 <br />0 <br />59 <br />0 <br />1 <br />0 <br />0 <br />0 <br />Future Vol, veh/h <br />0 101 <br />68 <br />0 <br />192 <br />0 <br />59 <br />0 <br />1 <br />0 <br />0 <br />0 <br />Peak Hour Factor 0.83 <br />0.83 <br />0.83 <br />0.83 <br />0.83 <br />0.83 <br />0.83 <br />0.83 <br />0.83 <br />0.83 <br />0.83 <br />0.83 <br />Heavy Vehicles, % <br />2 2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />Mvmt Flow <br />0 122 <br />82 <br />0 <br />231 <br />0 <br />71 <br />0 <br />1 <br />0 <br />0 <br />0 <br />Number of Lanes <br />0 1 <br />0 <br />0 <br />1 <br />0 <br />0 <br />1 <br />0 <br />0 <br />1 <br />0 <br />Approach <br />EB <br />WB <br />NB <br />SB <br />Opposing Approach <br />WB <br />EB <br />SB <br />NB <br />Opposing Lanes <br />1 <br />1 <br />1 <br />1 <br />Conflicting Approach Left <br />SB <br />NB <br />EB <br />WB <br />Conflicting Lanes Left <br />1 <br />1 <br />1 <br />1 <br />Conflicting Approach Right <br />NB <br />SB <br />WB <br />EB <br />Conflicting Lanes Right <br />1 <br />1 <br />1 <br />1 <br />HCM Control Delay <br />8.4 <br />9 <br />8.6 <br />0 <br />HCM LOS <br />A <br />A <br />A <br />- <br />Lane <br />Vol Left, % <br />Vol Thru, % <br />Vol Right, % <br />Sign Control <br />Traffic Vol by Lane <br />LT Vol <br />Through Vol <br />RT Vol <br />Lane Flow Rate <br />Geometry Grp <br />Degree of Util (X) <br />Departure Headway (Hd) <br />Convergence,Y/N <br />Cap <br />Service Time <br />HCM Lane V/C Ratio <br />HCM Control Delay <br />HCM Lane LOS <br />HCM 95th-tile Q <br />NBLn1 EBLnlWBLnl SBLn1 <br />0% <br />60% <br />100% <br />100% <br />2% <br />40% <br />0% <br />0% <br />Stop <br />Stop <br />Stop <br />Stop <br />60 <br />169 <br />192 <br />0 <br />59 <br />0 <br />0 <br />0 <br />0 <br />101 <br />192 <br />0 <br />1 <br />68 <br />0 <br />0 <br />72 <br />204 <br />231 <br />0 <br />1 <br />1 <br />1 <br />1 <br />0.101 <br />0.233 <br />0.278 <br />0 <br />5.051 <br />4.12 <br />4.323 <br />4.974 <br />Yes <br />Yes <br />Yes <br />Yes <br />711 <br />874 <br />833 <br />0 <br />3.076 <br />2.134 <br />2.337 <br />3.004 <br />0.101 <br />0.233 <br />0.277 <br />0 <br />8.6 <br />8.4 <br />9 <br />8 <br />A <br />A <br />A <br />N <br />0.3 <br />0.9 <br />1.1 <br />0 <br />The Addington 09/12/2019 OY Cumulative With Option E Main St/Walkie Way and Surface Parking - AM Peak hour Synchro 10 Report <br />Page 9 <br />