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HCM 6th AWSC Timing Plan: AM Peak <br /> 6: Pock Ln & Boeing Way 05/03/2022 <br /> Intersection <br /> Intersection Delay,s/veh19.6 <br /> Intersection LOS C <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations <br /> Traffic Vol,veh/h 22 122 8 18 100 89 6 97 42 128 141 32 <br /> Future Vol,veh/h 22 122 8 18 100 89 6 97 42 128 141 32 <br /> Peak Hour Factor 0.54 0.54 0.54 0.51 0.51 0.51 0.79 0.79 0.79 0.65 0.65 0.65 <br /> Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 41 226 15 35 196 175 8 123 53 197 217 49 <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 18.3 25.1 14.9 17.3 <br /> HCM LOS C D B C <br /> Lane NBLn1 NBLn2 EBLnlWBLnl SBLn1 SBLn2 <br /> Vol Left, % 100% 0% 14% 9% 100% 0% <br /> Vol Thru,% 0% 70% 80% 48% 0% 82% <br /> Vol Right,% 0% 30% 5% 43% 0% 18% <br /> Sign Control Stop Stop Stop Stop Stop Stop <br /> Traffic Vol by Lane 6 139 152 207 128 173 <br /> LT Vol 6 0 22 18 128 0 <br /> Through Vol 0 97 122 100 0 141 <br /> RT Vol 0 42 8 89 0 32 <br /> Lane Flow Rate 8 176 281 406 197 266 <br /> Geometry Grp 7 7 2 2 7 7 <br /> Degree of Util (X) 0.018 0.375 0.547 0.729 0.428 0.531 <br /> Departure Headway(Hd) 8.406 7.67 6.994 6.466 7.825 7.177 <br /> Convergence,Y/N Yes Yes Yes Yes Yes Yes <br /> Cap 424 466 512 556 459 500 <br /> Service Time 6.198 5.461 5.076 4.538 5.605 4.957 <br /> HCM Lane V/C Ratio 0.019 0.378 0.549 0.73 0.429 0.532 <br /> HCM Control Delay 11.4 15 18.3 25.1 16.4 17.9 <br /> HCM Lane LOS B B C D C C <br /> HCM 95th-tile Q 0.1 1.7 3.3 6.1 2.1 3.1 <br /> Pock Lane Residential TIS: Existing plus Project Conditions Synchro 11 Report <br /> TJKM Page 6 <br />