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HCM 6th AWSC Cumulative Conditions 1: S Harlan Rd & Roth Rd Timing Plan: PM Peak Intersection Intersection Delay,slveh 161 Intersection LOS F Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r 4 *T if Traffic Vol,vehlh 95 365 210 67 404 80 290 82 121 75 74 75 Future Vol,vehlh 95 365 210 67 404 80 290 82 121 75 74 75 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 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 103 397 228 73 439 87 315 89 132 82 80 82 Number of Lanes 1 1 1 0 1 0 0 1 1 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 3 1 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 2 3 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 1 1 3 HCM Control Delay 58.2 371 118.2 46.4 HCM LOS F F F E Lane NBLn1 NBLn2 EBLn1 EBLn2 EBLn3 WBLn1 SBLn1 Vol Left, % 78% 0% 100% 0% 0% 12% 33% Vol Thru,% 22% 0% 0% 100% 0% 73% 33% Vol Right,% 0% 100% 0% 0% 100% 15% 33% Sign Control Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 372 121 95 365 210 551 224 LT Vol 290 0 95 0 0 67 75 Through Vol 82 0 0 365 0 404 74 RT Vol 0 121 0 0 210 80 75 Lane Flaw Rate 404 132 103 397 228 599 243 Geometry Grp 8 8 7 7 7 8 8 Degree of Util(X) 1.19 0.347 0.278 1.012 0.538 1.739 0.741 Departure Headway(Hd) 12.491 11.329 11.677 11.147 10.404 11.194 13.368 Convergence,YIN Yes Yes Yes Yes Yes Yes Yes Cap 295 320 310 329 349 329 273 Service Time 10.191 9.029 9.377 8.847 8.104 8.894 11.068 HCM Lane VIC Ratio 1.369 0.412 0.332 1.207 0.653 1.821 0.89 HCM Control Delay 150.2 19.9 18.8 87.8 24.6 371 46.4 HCM Lane LOS F C C F C F E HCM 95th-tile Q 15.3 1.5 1.1 11.3 3 35.6 5.3 Frewert Parking TIS Synchro 10 Report TJKM Page 1