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HCM 6th AWSC Timing Plan: PM Peak <br /> 6: Pock Ln & Boeing Way 05/03/2022 <br /> itersecti <br /> Intersection Delay,s/veh 9.5 <br /> Intersection LOS <br /> Movement T NBR SBL SBT SB <br /> Lane Configurations Vii <br /> Traffic Vol,veh/h 41 35 8 32 106 21 <br /> Future Vol,veh/h 41 35 9 19 40 24 8 171 8 32 106 21 <br /> Peak Hour Fac�0.66 0.66 0.66 0.72 0.72 0.72 0.91 -1.91 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 1188 9 36 119 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 "1 2 <br /> Conflicting Approach Left SB NB EB WB <br /> Conflicting Lanes Left 2 1 1 <br /> Conflicting Approach RighNB SB WB EB <br /> Conflicting Lanes Righ 2 1 1 <br /> HCM Control Delay 9.3 9 10.1 9.3 <br /> A B A <br /> NBLn1 NBLn2 EBLnlWBLnl SBLn1 SBLn2 <br /> MOP- <br /> Vol Left, % 100% 0% 48% 23% 100% 0% <br /> Vol Thru,% 0% 96% 41% 48% 0% 83% <br /> Vol Right,% 0% 4% 11% 29% 0% 17% <br /> Sign Cont r Stop Stop Ptop Stop Stop Stop <br /> Traffic Vol by Lane 8 179 85 83 32 127 <br /> LT Vol 8 0 41 19 32 0 <br /> Through Vol 0 171 35 40 0 106 <br /> RT Vol = 0 AmdMa6mma4 0 21 <br /> Lane Flow Rate 9 197 129 115 36 143 <br /> Geometry Grp ff' 7 JIMIMFTW2 7 7 <br /> Degree of Util(X) 0.014 0.29 0.182 0.159 0.059 0.208 <br /> Departure He§ay(Hd) 5.84 5.304 5.099 4.963 5.866 5.245 <br /> Convergence,Y/N Yes Yes Yes Yes Yes Yes <br /> Cap � 610 r73 699 717 607 679 <br /> Service Time 3.607 3.07 3.166 3.03 3.635 3.014 <br /> HCM Lane VIC Ratio 0.015 p.293 0.185 0.16 0.059 0.211 <br /> HCM Control Delay 8.7 10.2 9.3 9 9 9.4 <br /> HCM Lane LOS A B A � A <br /> HCM 95th-tile Q 0 1.2 0.7 0.6 0.2 0.8 <br /> Pock Lane Residential TIS:Existing plus Project Conditions Synchro 11 Report <br /> TJKM Page 6 <br />