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HCM 6th AWSC Timing Plan: PM Peak <br /> 6: Pock Ln & Boeing Way 05/03/2022 <br /> Nersecti <br /> Intersection Delay,s/veh 9.3 <br /> Intersection LOS <br /> Movement MW NNBR SBL SBT S <br /> Lane Configurations Vii <br /> Traffic Vol,veh/h 41 35 8 32 96 21 <br /> Future Vol,veh/h 41 35 9 19 40 24 8 152 8 32 96 21 <br /> Peak Hour Fac�0.66 0.66 0.66 0.72 0.72 0.72 0.91 M 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 M 9 36 108 24 <br /> Number of Lanes 0 1 0 0 1 0 1 1 0 1 1 0 <br /> Approa WB SB <br /> Opposing Approach WB EB SB NB <br /> Opposing Lanes = 1 "M 2 <br /> Conflicting Approach Left SB NB EB WB <br /> Conflicting Lanes Left L 1 1 1 <br /> Conflicting Approach RighNB SB WB EB <br /> Conflicting Lanes Rig h 1 1 <br /> HCM Control Delay 9.2 8.8 9.8 9.2 <br /> MW A A <br /> NBLn1 NBLn2 EBLnlWBLnl SBLn1 SBLn2 <br /> Vol Left, % 100% 0% 48% 23% 100% 0% <br /> Vol Thru,% 0% 95% 41% 48% 0% 82% <br /> Vol Right,% 0% 5% 11% 29% 0% 18% <br /> Sign Cont r Stop Stop ttop Stop Stop Stop <br /> Traffic Vol by Lane 8 160 85 83 32 117 <br /> LT Vol 8 0 41 19 32 0 <br /> Through Vol 0 152 35 40 0 96 <br /> RT Vol = ML 0 mMW4 0 21 <br /> Lane Flow Rate 9 176 129 115 36 131 <br /> Geometry Grp 2 W2 7 7 <br /> Degree of Util(X) 0.014 0.258 0.179 0.156 0.058 0.19 <br /> Departure He§ay(Hd) 5.818 5.279 5.012 4.875 5.835 5.204 <br /> Convergence,Y/N Yes Yes Yes Yes Yes Yes <br /> Cap � 612 671W2 731 611 686 <br /> Service Time 3.579 3.039 3.07 2.934 3.597 2.966 <br /> HCM Lane VIC Ratio 0.015 0.26 0.181 0.157 0.059 0.191 <br /> HCM Control Delay 8.7 9.9 9.2 8.8 9 9.2 <br /> HCM Lane LOS A A A A Alp A <br /> HCM 95th-tile Q 0 1 0.6 0.6 0.2 0.7 <br /> Pock Lane Residential TIS:Existing Conditions, 10/26/20214:00 pm Synchro 11 Report <br /> TJKM Page 6 <br />