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HCM 6th AWSC Timing Plan: AM Peak <br /> 5: Pock Ln & Togninali Ln 05103/2022 <br /> Intersection <br /> Intersection Delay,slveh15.6 <br /> Intersection LOS C <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations '+ <br /> Traffic Vol,veh/h 80 1 74 91 6 144 34 119 51 83 129 37 <br /> Future Vol,veh/h 80 1 74 91 6 144 34 119 51 83 129 37 <br /> Peak Hour Factor 0.65 0.65 0.65 0.73 0.73 0.73 0.68 0.68 0.68 0.66 0.66 0.66 <br /> Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 123 2 114 125 8 197 50 175 75 126 195 56 <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 12.5 21 13 14.8 <br /> HCM LOS B C B B <br /> Lane NBLn1 NBLn2 EBLn1 EBLn2WBLnl SBLn1 SBLn2 <br /> Vol Left, % 36% 0% 100% 0% 38% 56% 0% <br /> Vol Thru,% 64% 54% 0% 1% 2% 44% 64% <br /> Vol Right,% 0% 46% 0% 99% 60% 0% 36% <br /> Sign Control Stop Stop Stop Stop Stop Stop Stop <br /> Traffic Vol by Lane 94 111 80 75 241 148 102 <br /> LT Vol 34 0 80 0 91 83 0 <br /> Through Vol 60 60 0 1 6 65 65 <br /> RT Vol 0 51 0 74 144 0 37 <br /> Lane Flow Rate 138 162 123 115 330 223 154 <br /> Geometry Grp 7 7 7 7 6 7 7 <br /> Degree of Util (X) 0.286 0.314 0.271 0.215 0.631 0.461 0.294 <br /> Departure Headway(Hd) 7.485 6.966 7.941 6.72 6.886 7.423 6.873 <br /> Convergence,Y/N Yes Yes Yes Yes Yes Yes Yes <br /> Cap 480 515 452 533 525 485 523 <br /> Service Time 5.235 4.716 5.697 4.475 4.932 5.171 4.62 <br /> HCM Lane V/C Ratio 0.287 0.315 0.272 0.216 0.629 0.46 0.294 <br /> HCM Control Delay 13.2 12.9 13.6 11.3 21 16.4 12.5 <br /> HCM Lane LOS B B B B C C B <br /> HCM 95th-tile Q 1.2 1.3 1.1 0.8 4.3 2.4 1.2 <br /> Pock Lane Residential TIS:Cumulative Conditions Synchro 11 Report <br /> TJKM Page 5 <br />