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HCM 6th AWSC Timing Plan: AM Peak <br /> 6: Pock Ln & Boeing Way 05/03/2022 <br /> Nersecti <br /> Intersection Delay,s/veh18.6 <br /> Intersection LOS C - <br /> Movement SBL <br /> Lane Configurations Vii <br /> Traffic Vol,veh/h 22 122 8 18 100 89 42 128 124 32 <br /> Future Vol,veh/h 22 122 8 18 100 89 6 91 42 128 124 32 <br /> Peak Hour Fac�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 /> MvmtFlow� 41 226 15 35 196 175 8 115 53 197 191 49 <br /> Number of Lanes 0 1 0 0 1 0 1 1 0 1 1 0 <br /> Approa SB <br /> Opposing Approach WB EB SB NB <br /> Opposing Lanes 1 2 2 <br /> Conflicting Approach Left SB NB EB WB <br /> Conflicting Lanes Left 1 1 <br /> Conflicting Approach RighNB SB WB EB <br /> Conflicting Lanes Rig h 1 1 <br /> HCM Control Delay 17.6 23.8 14.3 16.1 <br /> MW B C <br /> NBLn1 NBLn2 EBLnlWBLnl SBLn1 SBLn2 <br /> Vol Left, % 100% 0% 14% 9% 100% 0% <br /> Vol Thru,% 0% 68% 80% 48% 0% 79% <br /> Vol Right,% 0% 32% 5% 43% 0% 21% <br /> Sign Contr� Stop Stop Stop Stop Stop Stop <br /> Traffic Vol by Lane 6 133 152 207 128 156 <br /> LT Vol 6 0 22 18 128 0 <br /> Through Vol 0 91 122 100 0 124 <br /> RT Vol 0 42 X89 0 32 <br /> Lane Flow Rate 8 168 281 406 197 240 <br /> Geometry Grp 2-U 2 7 7 <br /> Degree of Util(X) 0.018 0.353 0.536 0.714 0.424 0.473 <br /> Departure He§ay(Hd) 8.3 7.554 6.849 6.335 7.75 7.088 <br /> Convergence,Y/N Yes Yes Yes Yes Yes Yes <br /> Cap � 430 473 524 568 463 506 <br /> Service Time 6.083 5.337 4.922 4.4 5.523 4.86 <br /> HCM Lane VIC Ratio 0.019 0.355 0.536 0.715 0.42AL74 <br /> HCM Control Delay 11.2 14.4 17.6 23.8 16.2 16.1 <br /> HCM Lane LOS <br /> HCM 95th-tile Q 0.1 1.6 3.1 5.8 2.1 2.5 <br /> Pock Lane Residential TIS:Existing Conditions, 10/26/20217:00 am Synchro 11 Report <br /> TJKM Page 6 <br />