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HCM 6th AWSC Background plus Project Conditions 1: S Harlan Rd & Roth Rd Timing Plan:PM Peak Intersection Intersection Delay,slveh 89.3 Intersection LOS F Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r 4 +T r 4,. Traffic Vol,vehlh 76 320 150 48 374 65 206 59 86 62 53 65 Future Vol,vehlh 76 320 150 48 374 65 206 59 86 62 53 65 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 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 80 337 158 54 420 73 299 63 91 67 58 71 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 27.8 214.9 33.5 25.4 HCM LOS D F D D Lane NBLn1 NBLn2 EBLn1 EBLn2 EBLr13 WBLnl SBLn1 Vol Left,% 78% 0% 100% 0% 0% 10% 34% Vol Thru,% 22% 0% 0% 100% 0% 77% 29% Vol Right,% 0% 100% 0% 0% 100% 13% 36% Sign Control Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 265 86 76 320 150 487 180 LT Vol 206 0 76 0 0 48 62 Through Vol 59 0 0 320 0 374 53 RT Vol 0 86 0 0 150 65 65 Lane Flow Rate 282 91 80 337 158 547 196 Geometry Grp 8 8 7 7 7 8 8 Degree of Util(X) 0.753 0.217 0.195 0.774 0.332 1.388 0.532 Departure Headway(Hd) 10.655 9.511 9.615 9,093 8.362 9.135 10.956 Convergence,Y/N Yes Yes Yes Yes Yes Yes Yes Cap 341 380 376 401 433 399 331 Service Time 8.355 7.211 7.315 6.793 6.062 6.911 8.656 HCM Lane VIC Ratio 0.827 0.239 0.213 0.84 0.365 1.371 0.592 HCM Control Delay 39.6 14.8 14.6 36.8 15.2 214.9 25.4 HCM Lane LOS E B B E C F D HCM 95th-tile Q 5.9 0.8 0.7 6.5 1.4 26.6 3 Frewert Parking TIS Synchro 10 Report TJKM Pagel