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HCM 6th AWSC <br />13: Bush St/Driveway 2 & Edgewood Rd 09/03/2019 <br />The Addington 09/03/2019 OY Cumulative Conditions - PM Peak hour Synchro 10 Report <br />Page 9 <br />Intersection <br />Intersection Delay, s/veh 8.7 <br />Intersection LOS A <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Vol, veh/h 0 120 59 0 145 0 86 00114 <br />Future Vol, veh/h 0 120 59 0 145 0 86 00114 <br />Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 <br />Heavy Vehicles, % 2 22222222222 <br />Mvmt Flow 0 145 71 0 175 0 104 00115 <br />Number of Lanes 0 10010010010 <br />Approach EB WB NB SB <br />Opposing Approach WB EB SB NB <br />Opposing Lanes 1 1 1 1 <br />Conflicting Approach Left SB NB EB WB <br />Conflicting Lanes Left 1 1 1 1 <br />Conflicting Approach Right NB SB WB EB <br />Conflicting Lanes Right 1 1 1 1 <br />HCM Control Delay 8.6 8.7 8.9 7.6 <br />HCM LOS A A A A <br /> <br />Lane NBLn1EBLn1WBLn1SBLn1 <br />Vol Left, %100% 0% 0% 17% <br />Vol Thru, %0% 67% 100% 17% <br />Vol Right, %0% 33% 0% 67% <br />Sign Control Stop Stop Stop Stop <br />Traffic Vol by Lane 86 179 145 6 <br />LT Vol 86 0 0 1 <br />Through Vol 0 120 145 1 <br />RT Vol 0 59 0 4 <br />Lane Flow Rate 104 216 175 7 <br />Geometry Grp 1111 <br />Degree of Util (X) 0.144 0.252 0.215 0.009 <br />Departure Headway (Hd) 4.995 4.209 4.44 4.562 <br />Convergence, Y/N Yes Yes Yes Yes <br />Cap 718 854 811 783 <br />Service Time 3.024 2.228 2.46 2.599 <br />HCM Lane V/C Ratio 0.145 0.253 0.216 0.009 <br />HCM Control Delay 8.9 8.6 8.7 7.6 <br />HCM Lane LOS AAAA <br />HCM 95th-tile Q 0.5 1 0.8 0 <br />2-346