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HCM 6th AWSC Background Conditions <br /> 1: S Harlan Rd & Roth Rd Timing Plan:AM Peak <br /> Intersection <br /> Intersection Delay,slveh 28.1 <br /> Intersection LOS D <br /> Movement EBL EBT EBR W8L WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations + r 4 4 r +T+ <br /> Traffic Vol,vehlh 77 312 144 28 241 45 214 35 51 39 14 66 <br /> Future Vol,vehlh 77 312 144 28 241 45 214 35 51 39 14 66 <br /> Peak Hour Factor 0.90 0.90 0.90 0.89 0,89 0.89 0.90 0.90 0.90 0,81 0,81 0.81 <br /> Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 86 347 160 31 271 51 238 39 57 48 17 81 <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 22.5 42.2 27.8 17.7 <br /> HCM LOS C E D C <br /> Lane N8Ln1 NBLn2 EBLn1 EBLn2 EBL0 WBLn1 S13Ln1 <br /> Vol Left,% 86% 0% 100% 0% 0% 9% 33% <br /> Vol Thru,% 14% 0% 0% 100% 0% 77% 12% <br /> Vol Right,% 0% 100% 0% 0% 100% 14% 55% <br /> Sign Control Stop Stop Stop Stop Stop Stop Stop <br /> Traffic Vol by Lane 249 51 77 312 144 314 119 <br /> LT Vol 214 0 77 0 0 28 39 <br /> Through Vol 35 0 0 312 0 241 14 <br /> RT Vol 0 51 0 0 144 45 66 <br /> Lane Flow Rate 277 57 86 347 160 353 147 <br /> Geometry Grp 8 8 7 7 7 8 8 <br /> Degree of Util(X) 0.704 0.126 0.195 0.74 0.31 0.836 0.379 <br /> Departure Headway(Hd) 9.158 7.991 8.203 7.688 6.967 8.532 9.284 <br /> Convergence,YIN Yes Yes Yes Yes Yes Yes Yes <br /> Cap 396 448 437 471 515 423 386 <br /> Service Time 6.921 5.754 5.959 5.444 4.722 6.293 7.059 <br /> HCM Lane VIC Ratio 0.699 0.127 0.197 0.737 0.311 0.835 0.381 <br /> HCM Control Delay 31.1 11.9 12.9 29.4 12.8 42.2 17.7 <br /> HCM Lane LOS D B B D B E C <br /> HCM 95th-tile Q 5.2 0.4 0.7 6.1 1.3 7.9 1.7 <br /> Frewert Parking TIS Synchro 10 Report <br /> TJKM Page 1 <br />