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HCM 6th AWSC Cumulative plus Project Conditions <br /> 1: S Harlan Rd & Roth Rd Timing Plan:AM Peak <br /> Intersection <br /> Intersection Delay,slveh 49.4 <br /> Intersection LOS E <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations t r 4 r 4 <br /> Traffic Vol,vehlh 87 340 181 34 291 46 270 41 64 37 17 68 <br /> Future Vol,vehlh 87 340 181 34 291 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 95 370 197 37 316 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 31 88.5 50.4 19.4 <br /> HCM LOS D F F C <br /> Lane NBLn1 NBLn2 EBLn1 EBLn2 EBLn3 WBLn1 SBLn1 <br /> Vol Left,% 87% 0% 100% 0% 0% 9% 30% <br /> Vol Thru,% 13% 0% 0% 100% 0% 78% 14% <br /> Vol Right,% 0% 100% 0% 0% 100% 12% 56% <br /> Sign Control Stop Stop Stop Stop Stop Stop Stop <br /> Traffic Vol by Lane 311 64 87 340 181 371 122 <br /> LT Vol 270 0 87 0 0 34 37 <br /> Through Vol 41 0 0 340 0 291 17 <br /> RT Vol 0 64 0 0 181 46 68 <br /> Lane Flow Rate 338 70 95 370 197 403 133 <br /> Geometry Grp 8 8 7 7 7 8 8 <br /> Degree of Util(X) 0.905 0.163 0.231 0.848 0.412 1.043 0.376 <br /> Departure Headway(Hd) 9.88 8.701 9.007 8.488 7.761 9.314 10.522 <br /> Convergence,YIN Yes Yes Yes Yes Yes Yes Yes <br /> Cap 368 415 401 429 466 391 345 <br /> Service Time 7.58 6.401 6.707 6.188 5.461 7.014 8.222 <br /> HCM Lane VIC Ratio 0.918 0.169 0.237 0.862 0.423 1.031 0.386 <br /> HCM Control Delay 58.1 13.1 14.4 43.4 15.8 88.5 19.4 <br /> HCM Lane LOS F B B E C F C <br /> HCM 95th-tile Q 9.2 0.6 0.9 8.3 2 13.4 1.7 <br /> Frewert Parking TIS Synchro 10 Report <br /> TJKM Page 1 <br />