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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/veh35.8 <br /> Intersection LOS E <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations <br /> Traffic Vol,veh/h 26 144 9 21 118 105 7 108 50 151 147 38 <br /> Future Vol,veh/h 26 144 9 21 118 105 7 108 50 151 147 38 <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 48 267 17 41 231 206 9 137 63 232 226 58 <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 30 60.2 19.3 23.7 <br /> HCM LOS D F C C <br /> Lane NBLn1 NBLn2 EBLnlWBLnl SBLn1 SBLn2 <br /> Vol Left, % 100% 0% 15% 9% 100% 0% <br /> Vol Thru,% 0% 68% 80% 48% 0% 79% <br /> Vol Right,% 0% 32% 5% 43% 0% 21% <br /> Sign Control Stop Stop Stop Stop Stop Stop <br /> Traffic Vol by Lane 7 158 179 244 151 185 <br /> LT Vol 7 0 26 21 151 0 <br /> Through Vol 0 108 144 118 0 147 <br /> RT Vol 0 50 9 105 0 38 <br /> Lane Flow Rate 9 200 331 478 232 285 <br /> Geometry Grp 7 7 2 2 7 7 <br /> Degree of Util (X) 0.023 0.486 0.732 0.968 0.569 0.644 <br /> Departure Headway(Hd) 9.502 8.747 7.955 7.284 8.811 8.142 <br /> Convergence,Y/N Yes Yes Yes Yes Yes Yes <br /> Cap 376 410 454 498 409 441 <br /> Service Time 7.289 6.533 6.04 5.355 6.591 5.921 <br /> HCM Lane V/C Ratio 0.024 0.488 0.729 0.96 0.567 0.646 <br /> HCM Control Delay 12.5 19.6 30 60.2 22.7 24.6 <br /> HCM Lane LOS B C D F C C <br /> HCM 95th-tile Q 0.1 2.6 5.9 12.4 3.4 4.4 <br /> Pock Lane Residential TIS:Cumulative Conditions Synchro 11 Report <br /> TJKM Page 6 <br />