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HCM 6th AWSC Background plus Project Conditions <br /> 1: S Harlan Rd & Roth Rd Timing Plan;AM Peak <br /> Intersection <br /> Intersection Delay,slveh 34 <br /> Intersection LOS D <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations t r 4,- +T r <br /> Traffic Vol,veh/h 77 335 144 28 262 45 214 35 51 39 14 66 <br /> Future Vol,vehlh 77 335 144 28 262 45 214 35 51 39 14 66 <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 86 372 160 31 294 51 238 39 57 48 17 81 <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 27.4 54.5 29.9 18.5 <br /> HCM LOS D F D C <br /> Lane NBLn1 NBLn2 EBLn1 EBLn2 EBLn3 WBLn1 SBLn1 <br /> Vol Left,% 86% 0% 100% 0% 0% 8% 33% <br /> Vol Thru,% 14% 0% 0% 100% 0% 78% 12% <br /> Vol Right,% 0% 100% 0% 0% 100% 13% 55% <br /> Sign Control Stop Stop Stop Stop Stop Stop Stop <br /> Traffic Vol by Lane 249 51 77 335 144 335 119 <br /> LT Vol 214 0 77 0 0 28 39 <br /> Through Vol 35 0 0 335 0 262 14 <br /> RT Vol 0 51 0 0 144 45 66 <br /> Lane Flow Rate 277 57 86 372 160 376 147 <br /> Geometry Grp 8 8 7 7 7 8 8 <br /> Degree of Util(X) 0.724 0.13 0.199 0.812 0.317 0.91 0.391 <br /> Departure Headway(Hd) 9.423 8.253 8.37 7.854 7.132 8.703 9.586 <br /> Convergence,Y1N Yes Yes Yes Yes Yes Yes Yes <br /> Cap 385 433 428 462 502 418 375 <br /> Service Time 7,195 6.025 6.136 5.62 4.897 6.472 7.376 <br /> HCM Lane WC Ratio 0.719 0,132 0.201 0.805 0.319 0.9 0.392 <br /> HCM Control Delay 33.5 12.3 13.2 36.8 13.2 54.5 18.5 <br /> HCM Lane LOS D B B E B F C <br /> HCM 95th-tile Q 5.5 0.4 0.7 7.6 1.3 9.7 1.8 <br /> Frewert Parking TIS Synchro 10 Report <br /> TJKM Page 1 <br />