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HCM 6th AWSC Background Conditions <br /> 1: S Harlan Rd & Roth Rd Timing Plan:PM Peak <br /> Intersection <br /> Intersection Delay,slveh 73.1 <br /> Intersection LOS F <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations t r 4 r 4 <br /> Traffic Vol,vehlh 76 288 150 48 347 65 206 59 86 62 53 65 <br /> Future Vol,vehlh 76 288 150 48 347 65 206 59 86 62 53 65 <br /> Peak Hour Factor 0.95 0.95 0.95 0.89 0.89 0.89 0.94 0.94 0.94 0.92 0.92 0.92 <br /> Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 80 303 158 54 390 73 219 63 91 67 58 71 <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 22.9 173.8 31.9 24.4 <br /> HCM LOS C F D C <br /> Lane NBLn1 NBLn2 E6Ln1 EBLn2 EBLn3 WBLn1 SBLn1 <br /> Vol Left,% 78% 0% 100% 0% 0% 10% 34% <br /> Vol Thru,% 22% 0% 0% 100% 0% 75% 29% <br /> Vol Right,% 0% 100% 0% 0% 100% 14% 36% <br /> Sign Control Stop Stop Stop Stop Stop Stop Stop <br /> Traffic Vol by lane 265 86 76 288 150 460 180 <br /> LT Vol 206 0 76 0 0 48 62 <br /> Through Vol 59 0 0 288 0 347 53 <br /> RT Vol 0 86 0 0 150 65 65 <br /> Lane Flow Rate 282 91 80 303 158 517 196 <br /> Geometry Grp 8 8 7 7 7 8 8 <br /> Degree of Util(X) 0.743 0.213 0.194 0.693 0,33 1.288 0.525 <br /> Departure Headway(Hd) 10.327 9.188 9.418 8.896 8,167 8.973 10.593 <br /> Convergence,YIN Yes Yes Yes Yes Yes Yes Yes <br /> Cap 352 393 383 409 444 403 342 <br /> Service Time 8.027 6.888 7.118 6.596 5,867 6.757 8.293 <br /> HCM Lane VIC Ratio 0.801 0.232 0.209 0,741 0.356 1.283 0,573 <br /> HCM Control Delay 37.6 14.4 14.4 29.4 14.8 173.8 24.4 <br /> HCM Lane LOS E B B D B F C <br /> HCM 95th-tile Q 5.7 0.8 0.7 5.1 1.4 22.7 2.9 <br /> Frewert Parking TIS Synchro 10 Report <br /> TJKM Page 1 <br />