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HCM 6th AWSC Timing Plan: PM Peak <br /> 5: Pock Ln & Togninali Ln 05/0312022 <br /> itersecti <br /> Intersection Delay,s/veh10.4 <br /> Intersection LOS ' - <br /> Movement EBL EBT EBR WBLL d1BR NBL NBT NBR SBL S <br /> Lane Configurations T+ <br /> Traffic Vol,vehlh 40 8 20 40 66 69 93 91 103 74 76 <br /> Future Vol,veh/h 40 8 20 40 4 66 69 93 91 103 74 76 <br /> Peak Hour Fac�0.85 0.85 0.85 0.83 0.83 0.83 0.75 0.75 0.75 0.75 0.75 0.75 <br /> Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 47 9 24 48 5 80 92 124 121 137 99 101 <br /> Number of Lanes 1 1 0 0 1 0 0 2 0 0 2 0 <br /> Approa WB NB <br /> Opposing Approach WB EB SB NB <br /> Opposing Lanes i 2 2 2 <br /> Conflicting Approach Left SB NB EB WB <br /> Conflicting Lanes LeT 1 2 1 <br /> Conflicting Approach RighNB SB WB EB <br /> Conflicting Lanes Rig h 1 2 <br /> HCM Control Delay 9.8 10.8 10.2 10.5 <br /> MW B B <br /> B .nl NBLn2 EBLn1 EBLn2WBLnl SBLn1 SBLn2 <br /> Vol Left, % 60% 0% 100% 0% 36% 74% 0% <br /> Vol Thru,% 40% 34% 0% 29% 4% 26% 33% <br /> Vol Right,% 0% 66% 0% 71% 60% 0% 67% <br /> Sign Contr� Stop Stop Stop Stop Stop Stop Stop <br /> Traffic Vol by Lane 116 138 40 28 110 140 113 <br /> LT Vol 69 0 40 0 40 103 0 <br /> Through Vol 47 47 0 8 4 37 37 <br /> RT Vol jmm� 0 91 0 .Mz0 66 i 0 <br /> Lane Flow Rate 154 183 47 33 133 187 151 <br /> Geometry Grp W' M 7 7 7 W 6 <br /> Degree of Util(X) 0.254 0.263 0.091 0.054 0.222 0.311 0.215 <br /> Departure He§ay(Hd) 5.932 5.162 6.967 5.953 6.039 5.994 5.147 <br /> Convergence,Y/N Yes Yes Yes Yes Yes Yes Yes <br /> Cap � 607 697 515 602 595 601 699 <br /> Service Time 3.655 2.885 4.701 3.687 4.069 3.717 2.87 <br /> HCM Lane VIC Ratio 0.254 0.263 0.091 0.055 0.224 0.311 0.216 <br /> HCM Control Delay 10.7 9.7 10.4 9 10.8 11.4 9.3 <br /> HCM Lane LOS B B A <br /> HCM 95th-tile Q 1 1.1 0.3 0.2 0.8 1.3 0.8 <br /> Pock Lane Residential TIS: Cumulative Conditions Synchro 11 Report <br /> TJKM Page 5 <br />