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HCM 6th AWSC <br />13: Bush St/Driveway 2 & Edgewood Rd 09/03/2019 <br />Intersection <br />Intersection Delay, slveh 8.6 <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 2 <br />96 <br />67 <br />0 <br />180 <br />0 <br />58 <br />0 <br />1 <br />0 <br />0 <br />0 <br />Future Vol, veh/h 2 <br />96 <br />67 <br />0 <br />180 <br />0 <br />58 <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, % 2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />Mvmt Flow 2 <br />116 <br />81 <br />0 <br />217 <br />0 <br />70 <br />0 <br />1 <br />0 <br />0 <br />0 <br />Number of Lanes 0 <br />1 <br />0 <br />0 <br />1 <br />0 <br />0 <br />1 <br />0 <br />0 <br />1 <br />0 <br />Approach EB <br />WB <br />NB <br />SB <br />Opposing Approach WB <br />EB <br />SB <br />NB <br />Opposing Lanes 1 <br />1 <br />1 <br />1 <br />Conflicting Approach Left SB <br />NB <br />EB <br />WB <br />Conflicting Lanes Left 1 <br />1 <br />1 <br />1 <br />Conflicting Approach RighNB <br />SB <br />WB <br />EB <br />Conflicting Lanes Right 1 <br />1 <br />1 <br />1 <br />HCM Control Delay 8.3 <br />8.8 <br />8.6 <br />0 <br />HCM LOS 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 />58% <br />100% <br />100% <br />2% <br />41% <br />0% <br />0% <br />Stop <br />Stop <br />Stop <br />Stop <br />59 <br />165 <br />180 <br />0 <br />58 <br />2 <br />0 <br />0 <br />0 <br />96 <br />180 <br />0 <br />1 <br />67 <br />0 <br />0 <br />71 <br />199 <br />217 <br />0 <br />1 <br />1 <br />1 <br />1 <br />0.099 <br />0.226 <br />0.26 <br />0 <br />5.01 <br />4.101 <br />4.314 <br />4.929 <br />Yes <br />Yes <br />Yes <br />Yes <br />717 <br />879 <br />835 <br />0 <br />3.031 <br />2.115 <br />2.327 <br />2.955 <br />0.099 <br />0.226 <br />0.26 <br />0 <br />8.6 <br />8.3 <br />8.8 <br />8 <br />A <br />A <br />A <br />N <br />0.3 <br />0.9 <br />1 <br />0 <br />The Addington 09/03/2019 Existing Conditions - AM Peak hour Synchro 10 Report <br />Page 9 <br />