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HCM 6th AWSC Timing Plan: PM Peak <br /> 6: Pock Ln & Boeing Way 05/03/2022 <br /> Intersection <br /> Intersection Delay,s/veh 10 <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 48 41 11 22 47 28 9 180 9 38 113 25 <br /> Future Vol,veh/h 48 41 11 22 47 28 9 180 9 38 113 25 <br /> Peak Hour Factor 0.66 0.66 0.66 0.72 0.72 0.72 0.91 0.91 0.91 0.89 0.89 0.89 <br /> Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 73 62 17 31 65 39 10 198 10 43 127 28 <br /> Number of Lanes 0 1 0 0 1 0 1 1 0 1 1 0 <br /> Approach EB WB NB SB <br /> Opposing Approach WB EB SB NB <br /> Opposing Lanes 1 1 2 2 <br /> Conflicting Approach Left SB NB EB WB <br /> Conflicting Lanes Left 2 2 1 1 <br /> Conflicting Approach RighNB SB WB EB <br /> Conflicting Lanes Right 2 2 1 1 <br /> HCM Control Delay 9.8 9.4 10.7 9.7 <br /> HCM LOS A A B A <br /> Lane NBLn1 NBLn2 EBLnlWBLnl SBLn1 SBLn2 <br /> Vol Left, % 100% 0% 48% 23% 100% 0% <br /> Vol Thru,% 0% 95% 41% 48% 0% 82% <br /> Vol Right,% 0% 5% 11% 29% 0% 18% <br /> Sign Control Stop Stop Stop Stop Stop Stop <br /> Traffic Vol by Lane 9 189 100 97 38 138 <br /> LT Vol 9 0 48 22 38 0 <br /> Through Vol 0 180 41 47 0 113 <br /> RT Vol 0 9 11 28 0 25 <br /> Lane Flow Rate 10 208 152 135 43 155 <br /> Geometry Grp 7 7 2 2 7 7 <br /> Degree of Util (X) 0.016 0.314 0.22 0.191 0.071 0.232 <br /> Departure Headway(Hd) 5.987 5.448 5.22 5.093 6.009 5.376 <br /> Convergence,Y/N Yes Yes Yes Yes Yes Yes <br /> Cap 592 652 680 697 590 661 <br /> Service Time 3.781 3.242 3.306 3.182 3.804 3.17 <br /> HCM Lane V/C Ratio 0.017 0.319 0.224 0.194 0.073 0.234 <br /> HCM Control Delay 8.9 10.8 9.8 9.4 9.3 9.8 <br /> HCM Lane LOS A B A A A A <br /> HCM 95th-tile Q 0 1.3 0.8 0.7 0.2 0.9 <br /> Pock Lane Residential TIS:Cumulative Conditions Synchro 11 Report <br /> TJKM Page 6 <br />