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HCM 6th AWSC Background plus Project Conditions <br /> 3: Roth Rd & 1-5 SB Off Ramp Timing Plan: PM Peak <br /> Intersection <br /> Intersection Delay,slveh 14 <br /> Intersection LOS B <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations 1� tt <br /> Traffic Vol,vehlh 0 155 70 175 163 0 0 0 0 270 3 81 <br /> Future Vol,vehlh 0 155 70 175 163 0 0 0 0 270 3 81 <br /> Peak Hour Factor 0.78 0.78 0.78 0.83 0,83 0.83 0.92 0.92 0.92 0.88 0.88 0.88 <br /> Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 0 199 90 211 196 0 0 0 0 307 3 92 <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 11.7 14.1 <br /> HCM LOS C B B <br /> Lane EBLn1 WBLn1 WBLn2 WBLn3 SBLn1 SBLn2 <br /> Vol Left, % 0% 100% 0% 0% 100% 51% <br /> Vol Thru,% 69% 0% 100% 100% 0% 2% <br /> Vol Right,% 31% 0% 0% 0% 0% 47% <br /> Sign Control Stop Stop Stop Stop Stop Stop <br /> Traffic Vol by Lane 225 175 82 82 181 173 <br /> LT Vol 0 175 0 0 181 89 <br /> Through Vol 155 0 82 82 0 3 <br /> RT Vol 70 0 0 0 0 81 <br /> Lane Flow Rate 288 211 98 98 206 197 <br /> Geometry Grp 8 7 7 7 8 8 <br /> Degree of Mil(X) 0.536 0.399 0.172 0.124 0.412 0.363 <br /> Departure Headway(Hd) 6.689 6.817 6.309 4.546 7.218 6.642 <br /> Convergence,YIN Yes Yes Yes Yes Yes Yes <br /> Cap 537 527 567 783 497 539 <br /> Service Time 4.463 4.581 4.072 2.308 4.985 4.408 <br /> HCM Lane VIC Ratio 0.536 0.4 0.173 0.125 0.414 0.365 <br /> HCM Control Delay 17 141 10.4 8 15 13.2 <br /> HCM Lane LOS C B B A B B <br /> HCM 95th-tile Q 3.1 1.9 0.6 0.4 2 1.6 <br /> Frewert Parking TIS Synchro 10 Report <br /> TJKM Page 1 <br />