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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 9.5 <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 41 35 9 19 40 24 8 171 8 32 106 21 <br /> Future Vol,veh/h 41 35 9 19 40 24 8 171 8 32 106 21 <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 62 53 14 26 56 33 9 188 9 36 119 24 <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 9.3 9 10.1 9.3 <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 8 179 85 83 32 127 <br /> LT Vol 8 0 41 19 32 0 <br /> Through Vol 0 171 35 40 0 106 <br /> RT Vol 0 8 9 24 0 21 <br /> Lane Flow Rate 9 197 129 115 36 143 <br /> Geometry Grp 7 7 2 2 7 7 <br /> Degree of Util (X) 0.014 0.29 0.182 0.159 0.059 0.208 <br /> Departure Headway(Hd) 5.84 5.304 5.099 4.963 5.866 5.245 <br /> Convergence,Y/N Yes Yes Yes Yes Yes Yes <br /> Cap 610 673 699 717 607 679 <br /> Service Time 3.607 3.07 3.166 3.03 3.635 3.014 <br /> HCM Lane V/C Ratio 0.015 0.293 0.185 0.16 0.059 0.211 <br /> HCM Control Delay 8.7 10.2 9.3 9 9 9.4 <br /> HCM Lane LOS A B A A A A <br /> HCM 95th-tile Q 0 1.2 0.7 0.6 0.2 0.8 <br /> Pock Lane Residential TIS: Existing plus Project Conditions Synchro 11 Report <br /> TJKM Page 6 <br />