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HCM 6th AWSC Cumulative Conditions <br /> 1: S Harlan Rd & Roth Rd Timing Plan:AM Peak <br /> Intersection <br /> Intersection Delay,slveh 41.8 <br /> Intersection LOS E <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations t r *T r 4 <br /> Traffic Vol,vehfh 87 317 181 34 270 46 270 41 64 37 17 68 <br /> Future Vol,vehlh 87 317 181 34 270 46 270 41 64 37 17 68 <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 95 345 197 37 293 50 293 45 70 40 18 74 <br /> Number of Lanes 1 1 1 0 1 0 0 1 1 0 1 0 <br /> Approach EB WB NB SB <br /> Opposing Approach WB EB SB NB <br /> Opposing Lanes 1 3 1 2 <br /> Conflicting Approach Left SB NB EB WB <br /> Conflicting Lanes Left 1 2 3 1 <br /> Conflicting Approach Right NB SB WB EB <br /> Conflicting Lanes Right 2 1 1 3 <br /> HCM Control Delay 26.5 67.9 48.8 19.1 <br /> HCM LOS D F E C <br /> Lane NBLn1 NBLn2 EBLn1 EBLn2 EBLn3 WBLn1 SBLn1 <br /> Vol Left,% 87% 0% 100% 0% 0% 10% 30% <br /> Vol Thru,% 13% 0% 0% 100% 0% 77% 14% <br /> Vol Right,% 0% 100% 0% 0% 100% 13% 56% <br /> Sign Control Stop Stop Stop Stop Stop Stop Stop <br /> Traffic Vol by Lane 311 64 87 317 181 350 122 <br /> LT Vol 270 0 87 0 0 34 37 <br /> Through Vol 41 0 0 317 0 270 17 <br /> RT Vol 0 64 0 0 981 46 68 <br /> Lane Flow Rate 338 70 95 345 197 380 133 <br /> Geometry Grp 8 8 7 7 7 8 8 <br /> Degree of Util(X) 0.899 0.162 0.231 0.791 0.412 0.965 0.378 <br /> [Departure Headway(Hd) 9.572 8.396 8.787 8.269 7.544 9.135 10.255 <br /> Convergence,Y1N Yes Yes Yes Yes Yes Yes Yes <br /> Cap 379 425 407 434 474 396 353 <br /> Service Time 7.366 6.189 6.58 6.061 5.336 6.933 7.955 <br /> HCM Lane VIC Ratio 0.892 0.165 0.233 0.795 0.416 0.96 0.377 <br /> HCM Control Delay 56.2 12.8 14.2 36.1 15.6 67.9 19.1 <br /> HCM Lane LOS F B B E C F C <br /> HCM 95th-tile Q 9.1 0.6 0.9 7 2 11.1 1.7 <br /> Frewert Parking TIS Synchro 10 Report <br /> TJKM Page 1 <br />