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HCM 6th AWSC Cumulative plus Project Mitigations <br /> 3: Roth Rd & 1-5 SB Off Ramp Timing Plan: PM Peak <br /> Intersection <br /> Intersection Delay,slveh 14.8 <br /> Intersection LOS B <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations T* tt I <br /> Traffic Vol,vehlh 0 172 78 199 185 0 0 0 0 350 4 76 <br /> Future Vol,vehlh 0 172 78 199 185 0 0 0 0 350 4 76 <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 0 187 85 216 201 0 0 0 0 380 4 83 <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 17.2 12.2 15.7 <br /> HCM LOS C B C <br /> Lane EBLn1 WBLn1 WBLn2 WBLn3 SBLn1 SBLn2 <br /> Vol Leff,% 0% 100% 0% 0% 100% 62% <br /> Vol Thru,% 69% 0% 100% 100% 0% 2% <br /> Vol Right,% 31% 0% 0% 0% 0% 36% <br /> Sign Control Stop Stop Stop Stop Stop Stop <br /> Traffic Vol by Lane 250 199 93 93 221 210 <br /> LT Vol 0 199 0 0 221 130 <br /> Through Vol 172 0 93 93 0 4 <br /> RT Vol 78 0 0 0 0 76 <br /> Lane Flow Rate 272 216 101 101 240 228 <br /> Geometry Grp 8 7 7 7 8 8 <br /> Degree of Util(X) 0.524 0.421 0.182 0.132 0.482 0.43 <br /> Departure Headway(Hd) 6.944 7.013 6.504 4.738 7.246 6.796 <br /> Convergence,YIN Yes Yes Yes Yes Yes Yes <br /> Cap 516 510 549 750 496 528 <br /> Service Time 4.731 4.785 4.276 2.509 5.019 4.569 <br /> HCM Lane VIC Ratio 0,527 0.424 0.184 0.135 0.484 0.432 <br /> HCM Control Delay 17.2 14.8 90.7 8.2 16.6 14.7 <br /> HCM Lane LOS C B B A C B <br /> HCM 95th-tile 0 3 2.1 0.7 0.5 2.6 2.1 <br /> Frewert Parking TIS Synchro 10 Report <br /> TJKM Page 1 <br />