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HCM 6th AWSC Existing Conditions <br /> 1: S Harlan Rd & Roth Rd Timing Plan,AM Peak <br /> Intersection <br /> Intersection Delay,slveh 19.1 <br /> Intersection LOS C <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations t r +T r 4 <br /> Traffic Vol,vehlh 68 249 142 27 212 36 212 32 50 29 13 53 <br /> Future Vol,vehlh 68 249 142 27 212 36 212 32 50 29 13 53 <br /> Peak Hour Factor 0.90 0.90 0.90 0.89 0.89 0.89 0.90 0.90 0.90 0.81 0.81 0.81 <br /> Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 76 277 158 30 238 40 236 36 56 36 16 65 <br /> Number of Lanes 1 1 1 0 1 0 0 1 1 0 1 0 <br /> Approach EB WB NB SB <br /> Opposing Approach WB EB SB NB <br /> Opposing Lanes 1 3 1 2 <br /> Conflicting Approach Left SB NB EB WB <br /> Conflicting Lanes Left 1 2 3 1 <br /> Conflicting Approach Right NB SB WB EB <br /> Conflicting Lanes Right 2 1 1 3 <br /> HCM Control Delay 15 25 21.7 14.3 <br /> HCM LOS B C C B <br /> Lane NBW NBLn2 EBLn1 EBLn2 EBLn3 WBLn1 SBLn1 <br /> Vol Left,% 87% 0% 100% 0% 0% 10% 31% <br /> Vol Thru,% 13% 0% 0% 100% 0% 77% 14% <br /> Vol Right,% 0% 100% 0% 0% 100% 13% 56% <br /> Sign Control Stop Stop Stop Stop Stop Stop Stop <br /> Traffic Vol by Lane 244 50 68 249 142 275 95 <br /> LT Vol 212 0 68 0 0 27 29 <br /> Through Vol 32 0 0 249 0 212 13 <br /> RT Vol 0 50 0 0 142 36 53 <br /> Lane Flow Rate 271 56 76 277 158 309 117 <br /> Geometry Grp 8 8 7 7 7 8 8 <br /> Degree of Util(X) 0.623 0.11 0.159 0.541 0.277 0.669 0.272 <br /> Departure Headway(Hd) 8.272 7.112 7.557 7.045 6.329 7.79 8.357 <br /> Convergence,Y/N Yes Yes Yes Yes Yes Yes Yes <br /> Cap 436 502 473 509 565 463 428 <br /> Service Time 6.047 4.886 5.325 4.813 4.096 5.564 6.152 <br /> HCM Lane VIC Ratio 0.622 0.112 0.161 0.544 0.28 0.667 0,273 <br /> HCM Control Delay 23.9 10.8 11,8 17.9 11.5 25 143 <br /> HCM Lane LOS C B B C B C B <br /> HCM 95th-tile Q 4.1 0.4 0,6 3.2 1.1 4.8 1.1 <br /> Frewert Parking TIS Synchro 10 Report <br /> TJKM Page 1 <br />