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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 - AM 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 2 107 74 0 200 0 64 01000 <br />Future Vol, veh/h 2 107 74 0 200 0 64 01000 <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 2 113 78 0 211 0 67 01000 <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 RightNB SB WB EB <br />Conflicting Lanes Right 1 1 1 1 <br />HCM Control Delay 8.2 8.8 8.5 0 <br />HCM LOS A A A - <br /> <br />Lane NBLn1EBLn1WBLn1SBLn1 <br />Vol Left, %98% 1% 0% 0% <br />Vol Thru, %0% 58% 100% 100% <br />Vol Right, %2% 40% 0% 0% <br />Sign Control Stop Stop Stop Stop <br />Traffic Vol by Lane 65 183 200 0 <br />LT Vol 64 2 0 0 <br />Through Vol 0 107 200 0 <br />RT Vol 1 74 0 0 <br />Lane Flow Rate 68 193 211 0 <br />Geometry Grp 1111 <br />Degree of Util (X) 0.095 0.219 0.252 0 <br />Departure Headway (Hd) 4.984 4.087 4.313 4.896 <br />Convergence, Y/N Yes Yes Yes Yes <br />Cap 720 880 838 0 <br />Service Time 3.006 2.1 2.313 2.923 <br />HCM Lane V/C Ratio 0.094 0.219 0.252 0 <br />HCM Control Delay 8.5 8.2 8.8 7.9 <br />HCM Lane LOS A A A N <br />HCM 95th-tile Q 0.3 0.8 1 0 <br />2-371