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HCM 6th AWSC Existing Conditions <br /> 1: S Harlan Rd & Roth Rd Timing Plan: PM Peak <br /> Intersection <br /> Intersection Delay,slveh 42.5 <br /> Intersection LOS E <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations I T r 4 4 r <br /> Traffic Vol,vehlh 67 257 148 47 284 56 204 58 85 53 52 53 <br /> Future Vol,vehlh 67 257 148 47 284 56 204 58 85 53 52 53 <br /> Peak Hour Factor 0.95 0.95 0.95 0.89 0.89 0.89 0.94 0.94 0.94 0.92 0.92 0.92 <br /> Heavy Vehicles.% 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 71 271 156 53 319 63 217 62 90 58 57 58 <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 18.9 89.7 28.8 20.6 <br /> HCM LOS C F D C <br /> Lane NBLn1 NBLn2 EBLn1 EBLn2 EBLn3 WBLn1 SBLn1 <br /> Vol Left,% 78% 0% 100% 0% 0% 12% 34% <br /> Vol Thru,% 22% 0% 0% 100% 0% 73% 33% <br /> Vol Right,% 0% 100% 0% 0% 100% 14% 34% <br /> Sign Control Stop Stop Stop Stop Stop Stop Stop <br /> Traffic Vol by Lane 262 85 67 257 148 387 158 <br /> LT Vol 204 0 67 0 0 47 53 <br /> Through Vol 58 0 0 257 0 284 52 <br /> RT Vol 0 85 0 0 148 56 53 <br /> Lane Flow Rate 279 90 71 271 156 435 172 <br /> Geometry Grp 8 8 7 7 7 8 8 <br /> Degree of Util(X) 0.725 0.207 0.17 0,612 0.321 1.056 0.455 <br /> Departure Headway(Hd) 9.573 8.442 8.855 8.337 7.611 8.739 9.914 <br /> Convergence,YIN Yes Yes Yes Yes Yes Yes Yes <br /> Cap 379 428 408 436 475 417 366 <br /> Service Time 7.273 6.142 6.555 6.037 5.311 6.428 7.614 <br /> HCM Lane VIC Ratio 0.736 0.21 0.174 0.622 0,328 1.043 0.47 <br /> HCM Control Delay 33.8 13.3 13,4 233 13,9 89.7 20.6 <br /> HCM Lane LOS D B B C B F C <br /> HCM 95th-tile Q 5.5 0.8 0.6 4 1.4 14.3 2.3 <br /> Frewert Parking TIS Synchro 10 Report <br /> TJKM Page 1 <br />