Laserfiche WebLink
HCM 6th AWSC <br />13: Bush St/Driveway 2 & Edgewood Rd 09/03/2019 <br />The Addington 09/03/2019 OY Cumulative - AM 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 2 101 68 0 192 0 59 01000 <br />Future Vol, veh/h 2 101 68 0 192 0 59 01000 <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 2 122 82 0 231 0 71 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 8.4 9 8.7 0 <br />HCM LOS A A A - <br /> <br />Lane NBLn1EBLn1WBLn1SBLn1 <br />Vol Left, %98% 1% 0% 0% <br />Vol Thru, %0% 59% 100% 100% <br />Vol Right, %2% 40% 0% 0% <br />Sign Control Stop Stop Stop Stop <br />Traffic Vol by Lane 60 171 192 0 <br />LT Vol 59 2 0 0 <br />Through Vol 0 101 192 0 <br />RT Vol 1 68 0 0 <br />Lane Flow Rate 72 206 231 0 <br />Geometry Grp 1111 <br />Degree of Util (X) 0.102 0.236 0.278 0 <br />Departure Headway (Hd) 5.057 4.127 4.328 4.98 <br />Convergence, Y/N Yes Yes Yes Yes <br />Cap 710 871 833 0 <br />Service Time 3.081 2.141 2.342 3.011 <br />HCM Lane V/C Ratio 0.101 0.237 0.277 0 <br />HCM Control Delay 8.7 8.4 9 8 <br />HCM Lane LOS A A A N <br />HCM 95th-tile Q 0.3 0.9 1.1 0 <br />2-337