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HCM 6th AWSC Timing Plan: PM Peak <br /> 6: Pock Ln & Boeing Way 05/03/2022 <br /> kersecti� <br /> Intersection Delay,s/veh 10.6 <br /> Intersection LOS <br /> Movement EBT E WB B NBR SBL & S <br /> Lane Configurations <br /> Traffic Vol,veh/h 48 41 11 22 47 28 9 199 9 38 25 <br /> Future Vol,veh/h 48 41 11 22 47 28 9 199 9 38 123 25 <br /> Peak Hour Fac 0.66 0.66 0.66 0.72 0.72 0.72 0.91 0.91 0.91 0.89 0.89 1 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 _JIW_28 <br /> Number of Lanes 0 1 0 0 1 1 1 1 0 1 1 0 <br /> Approa <br /> Opposing Approach WB EB SB NB <br /> Opposing Lanes 1 <br /> Conflicting Approach Left SB NB EB WB <br /> Conflicting Lanes Left 2 <br /> Conflicting Approach Right NB SB WB EB <br /> Conflicting Lanes Right 2 <br /> HCM Control Delay 11.1 9.6 11.4 10.1 <br /> A <br /> 1 NBLn2 EBLn1 WBLn1 SBLn2 <br /> Vol Left, % 100% 0% 48% 32% 0% 100% 0% <br /> Vol Thru,% 0% 96% 41% 68% 0% 0% 83% <br /> Vol Right,% 0% 4% 11% 0% 100% 0% 17% <br /> Sign Cont r Stop Stop Stop Stop Stop Stop Stop <br /> Traffic Vol by Lane 9 208 100 69 28 38 148 <br /> LT Vol 9 0 48 22 M 38 0 <br /> Through Vol 0 199 41 47 0 0 123 <br /> RT Vol = 0 � 9 11 0 28 0 =25 <br /> Lane Flow Rate 10 229 152 96 39 43 166 <br /> Geometry Grp W' 7 W 7 6 7 7 7 W7 <br /> Degree of Util(X) 0.017 0.359 0.255 0.165 0.058 0.074 0.259 <br /> Departure He§ay(Hd) 6.195 5.659 6.05 6.193 5.324 6.234 5.608 <br /> Convergence,Y/N Yes Yes Yes Yes Yes Yes Yes <br /> Cap � 579 638 594 580 673 576 642 <br /> Service Time 3.92 3.384 4.079 3.922 3.053 3.96 3.335 <br /> HCM Lane VIC Ratio 0.017 0.359 0.256 0.166 0.058 0.075 0.259 <br /> HCM Control Delay 9 11.5 11.1 10.1 8.4 9.5 10.3 <br /> HCM Lane LOS B B <br /> HCM 95th-tile Q 0.1 1.6 1 0.6 0.2 0.2 1 <br /> Pock Lane Residential TIS: Cumulative plus Project Conditions-Non-Signal Mitigation Synchro 11 Report <br /> TJKM Page 3 <br />