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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/veh10.3 <br /> Intersection LOS B <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 9 199 9 38 123 25 <br /> Future Vol,veh/h 48 41 11 22 47 28 9 199 9 38 123 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 10 219 10 43 138 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 10 9.6 11.2 10 <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% 96% 41% 48% 0% 83% <br /> Vol Right,% 0% 4% 11% 29% 0% 17% <br /> Sign Control Stop Stop Stop Stop Stop Stop <br /> Traffic Vol by Lane 9 208 100 97 38 148 <br /> LT Vol 9 0 48 22 38 0 <br /> Through Vol 0 199 41 47 0 123 <br /> RT Vol 0 9 11 28 0 25 <br /> Lane Flow Rate 10 229 152 135 43 166 <br /> Geometry Grp 7 7 2 2 7 7 <br /> Degree of Util (X) 0.017 0.355 0.228 0.198 0.073 0.255 <br /> Departure Headway(Hd) 6.123 5.586 5.421 5.283 6.146 5.521 <br /> Convergence,Y/N Yes Yes Yes Yes Yes Yes <br /> Cap 587 647 665 680 584 652 <br /> Service Time 3.833 3.297 3.434 3.312 3.872 3.246 <br /> HCM Lane V/C Ratio 0.017 0.354 0.229 0.199 0.074 0.255 <br /> HCM Control Delay 8.9 11.3 10 9.6 9.4 10.1 <br /> HCM Lane LOS A B A A A B <br /> HCM 95th-tile Q 0.1 1.6 0.9 0.7 0.2 1 <br /> Pock Lane Residential TIS:Cumulative plus Project Conditions Synchro 11 Report <br /> TJKM Page 6 <br />