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HCM 6th AWSC Background plus Project Mitigations <br /> 3: Roth Rd & 1-5 SB Off Ramp Timing Plan:AM Peak <br /> Intersection <br /> Intersection Delay,slveh 15.1 <br /> Intersection LOS C <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations 1� tf 11 <br /> Traffic Vol,vehlh 0 175 72 177 109 0 0 0 0 279 5 72 <br /> Future Vol,vehlh 0 175 72 177 109 0 0 0 0 279 5 72 <br /> Peak Hour Factor 0,73 0.73 0.73 0.88 0.88 0.88 0.92 0.92 0.92 0.89 0.89 0.89 <br /> Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 0 240 99 201 124 0 0 0 0 313 6 81 <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 19.4 12 14.1 <br /> HCM LOS C B B <br /> Lane EBLn1 W13Ln1 WBLn2 WBLn3 SBLn1 SBLn2 <br /> Vol Left, % 0% 100% 0% 0% 100% 56% <br /> Vol Thru,% 71% 0% 100% 100% 0% 3% <br /> Vol Right,% 29% 0% 0% 0% 0% 41% <br /> Sign Control Stop Stop Stop Stop Stop Stop <br /> Traffic Vol by Lane 247 177 55 55 181 175 <br /> LT Vol 0 177 0 0 181 98 <br /> Through Vol 175 0 55 55 0 5 <br /> RT Vol 72 0 0 0 0 72 <br /> Lane Flow Rate 338 201 62 62 204 196 <br /> Geometry Grp 8 7 7 7 8 8 <br /> Degree of Util(X) 0.616 0.385 0.11 0.079 0.408 0.365 <br /> Departure Headway(Hd) 6.556 6.883 6.374 4.609 7.203 6.688 <br /> Convergence,YIN Yes Yes Yes Yes Yes Yes <br /> Cap 548 521 560 771 497 536 <br /> Service Time 4329 4.652 4.143 2.376 4.973 4.458 <br /> HCM Lane VIC Ratio 0,617 0.386 0.111 0.08 0.41 0.366 <br /> HCM Control Delay 19.4 13.9 9.9 7.8 14.9 13.3 <br /> HCM Lane LOS C B A A B B <br /> HCM 95th-tile Q 4.2 1.8 0.4 0.3 2 1.7 <br /> Frewert Parking TIS Synchro 10 Report <br /> TJKM Page 1 <br />