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HCM 6th AWSC <br />13: Bush St/Driveway 2 & Edgewood Rd 09/03/2019 <br />The Addington 09/03/2019 Year 2040 Conditions - PM Peak hour Synchro 10 Report <br />Page 9 <br />Intersection <br />Intersection Delay, s/veh 8.5 <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 0 128 64 0 156 0 94 00114 <br />Future Vol, veh/h 0 128 64 0 156 0 94 00114 <br />Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 <br />Heavy Vehicles, % 2 22222222222 <br />Mvmt Flow 0 135 67 0 164 0 99 00114 <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 8.5 8.5 8.7 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 94 192 156 6 <br />LT Vol 94 0 0 1 <br />Through Vol 0 128 156 1 <br />RT Vol 0 64 0 4 <br />Lane Flow Rate 99 202 164 6 <br />Geometry Grp 1111 <br />Degree of Util (X) 0.136 0.234 0.201 0.008 <br />Departure Headway (Hd) 4.94 4.177 4.407 4.5 <br />Convergence, Y/N Yes Yes Yes Yes <br />Cap 726 861 816 795 <br />Service Time 2.964 2.195 2.425 2.53 <br />HCM Lane V/C Ratio 0.136 0.235 0.201 0.008 <br />HCM Control Delay 8.7 8.5 8.5 7.6 <br />HCM Lane LOS AAAA <br />HCM 95th-tile Q 0.5 0.9 0.7 0 <br />2-380