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HCM 6th AWSC Timing Plan: PM Peak <br /> 5: Pock Ln & Togninali Ln 05103/2022 <br /> Intersection <br /> Intersection Delay,slveh10.1 <br /> Intersection LOS B <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations '+ <br /> Traffic Vol,veh/h 0 8 20 40 4 66 69 112 91 103 84 76 <br /> Future Vol,veh/h 0 8 20 40 4 66 69 112 91 103 84 76 <br /> Peak Hour Factor 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 0 9 24 48 5 80 92 149 121 137 112 101 <br /> Number of Lanes 1 1 0 0 1 0 0 2 0 0 2 0 <br /> Approach EB WB NB SB <br /> Opposing Approach WB EB SB NB <br /> Opposing Lanes 1 2 2 2 <br /> Conflicting Approach Left SB NB EB WB <br /> Conflicting Lanes Left 2 2 2 1 <br /> Conflicting Approach RighNB SB WB EB <br /> Conflicting Lanes Right 2 2 1 2 <br /> HCM Control Delay 9 10.6 10 10.2 <br /> HCM LOS A B A B <br /> Lane NBLn1 NBLn2 EBLn1 EBLn2WBLnl SBLn1 SBLn2 <br /> Vol Left, % 55% 0% 0% 0% 36% 71% 0% <br /> Vol Thru,% 45% 38% 100% 29% 4% 29% 36% <br /> Vol Right,% 0% 62% 0% 71% 60% 0% 64% <br /> Sign Control Stop Stop Stop Stop Stop Stop Stop <br /> Traffic Vol by Lane 125 147 0 28 110 145 118 <br /> LT Vol 69 0 0 0 40 103 0 <br /> Through Vol 56 56 0 8 4 42 42 <br /> RT Vol 0 91 0 20 66 0 76 <br /> Lane Flow Rate 167 196 0 33 133 193 157 <br /> Geometry Grp 7 7 7 7 6 7 7 <br /> Degree of Util (X) 0.262 0.269 0 0.055 0.216 0.308 0.215 <br /> Departure Headway(Hd) 5.655 4.94 6.503 5.995 5.859 5.74 4.927 <br /> Convergence,Y/N Yes Yes Yes Yes Yes Yes Yes <br /> Cap 630 719 0 601 607 621 721 <br /> Service Time 3.438 2.722 4.203 3.695 3.955 3.525 2.711 <br /> HCM Lane V/C Ratio 0.265 0.273 0 0.055 0.219 0.311 0.218 <br /> HCM Control Delay 10.5 9.6 9.2 9 10.6 11.1 9.1 <br /> HCM Lane LOS B A N A B B A <br /> HCM 95th-tile Q 1 1.1 0 0.2 0.8 1.3 0.8 <br /> Pock Lane Residential TIS:Cumulative plus Project Conditions Synchro 11 Report <br /> TJKM Page 5 <br />