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HCM 6th AWSC Cumulative plus Project Mitigations <br /> 3: Roth Rd & 1-5 SB Off Ramp Timing Plan:AM Peak <br /> Intersection <br /> Intersection Delay,slveh 12.9 <br /> Intersection LOS B <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations T+ tt *T+ <br /> Traffic Vol,vehlh 0 148 39 200 115 0 0 0 0 314 6 69 <br /> Future Vol,vehlh 0 148 39 200 115 0 0 0 0 314 6 69 <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 0 161 42 217 125 0 0 0 0 341 7 75 <br /> Number of Lanes 0 1 0 1 2 0 0 0 0 1 1 0 <br /> Approach EB WB SB <br /> Opposing Approach WB EB <br /> Opposing Lanes 3 1 0 <br /> Conflicting Approach Left SB WB <br /> Conflicting Lanes Left 2 0 3 <br /> Conflicting Approach Right SB EB <br /> Conflicting Lanes Right 0 2 1 <br /> HCM Control Delay 13.4 12 13.4 <br /> HCM LOS B B B <br /> Lane EBLn1 WBLn1 WBLn2 WBLn3 SBLn1 SBLn2 <br /> Vol Leff,% 0% 100% 0% 0% 100% 61% <br /> Vol Thru,% 79% 0% 100% 100% 0% 3% <br /> Vol Right,% 21% 0% 0% 0% 0% 36% <br /> Sign Control Stop Stop Stop Stop Stop Stop <br /> Traffic Vol by Lane 187 200 58 58 198 191 <br /> LT Vol 0 200 0 0 198 116 <br /> Through Vol 148 0 58 58 0 6 <br /> RT Vol 39 0 0 0 0 69 <br /> Lane Flow Rate 203 217 62 62 215 208 <br /> Geometry Grp 8 7 7 7 8 8 <br /> Degree of Util(X) 0.376 0.403 0.107 0.077 0.406 0.366 <br /> Departure Headway(Hd) 6.652 6,681 6.174 4.415 6.8 6.348 <br /> Convergence,YIN Yes Yes Yes Yes Yes Yes <br /> Cap 541 539 580 808 529 565 <br /> Service Time 4.406 4.427 3.919 2.159 4.546 4.093 <br /> HCM Lane VIC Ratio 0.375 0,403 0.107 0.077 0.406 0.368 <br /> HCM Control Delay 13.4 13.9 9.7 7.5 14.1 12.7 <br /> HCM Lane LOS B B A A B B <br /> HCM 95th-tile Q 1.7 1.9 0.4 0.2 2 1.7 <br /> Frewert Parking TIS Synchro 10 Report <br /> TJKM Page 1 <br />