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<br />~1RR-07-2001 12: 14 BENSHOOF & RSSOC. 952 238 1671 P.10/12 <br />3: CO RD C & CLEVELAND AVE 2004 C <br />Centn: Pomtc 0097 1/2/2001 <br />Lanes, Volumes. Timings <br /> ; . .(" +- , ~ t ~ '. ~ ~ <br /> ~ <br />l;Ine Group EBL EBT EBR WBL ~ ~ NBL NBT NBR SBL SBT SBR <br />vir; Ratio 0.88 0.12 0.82 0.89 0.54 0.92 0.90 0.32 <br />Uniform Delay, d1 29.5 20.2 37.0 28.4 31.9 29.8 31.2 23.1 <br />Platoon Factor 0.99 1.06 0.98 1.03 0.98 0.97 1.00 1.00 <br />Incr. Delay, d2 19.5 2.0 '1.2 13.2 2.4 17.9 23.8 0.9 <br />Webs1er Delay 48.8 23.3 47.6 42.6 33.7 47.0 55.0 23.9 <br />Webster LOS D C D D C D D C <br />Queue Length 50th (ft) 178 209 30 1SS 63 165 158 64 <br />Queue length 95th (ft) #329 282 #30 #2e2 119 #272 #301 99 <br />link Length (ft) 219 229 217 518 <br />50th Up Block TIme (%) 2% <br />95th Up Block Time (%) 35% 17% 16% 19% <br />Turn Bay length (ft) <br />50th Bay Block Time % <br />95th Bay Block Time % <br />Queuing Penalty (veh) <br /> <br />Area Type: Other <br />Cycle Length: 80 <br />Actuated Cycle Length: 80 <br />Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green <br />Natural Cycle: 80 <br />Control Type: Aduated~Coonjlnated <br />Total lost Time: 12 <br />Sum of Critical vIs Ratios: 0.76 <br />Intersection vlc Ratio: 0.90 <br />Intersection Webster SIgnal Delay: 38.0 <br />Intersection LOS: 0 <br /># 95th percentile "alume exceeds capacity, queue may be longer. <br />Queue shown is maximum after two cycles. <br /> <br /> <br />3: CO RD C & CLEVELAND AVE <br /> <br />liS <br /> <br /> <br /> <br />... <br />eEl <br /> <br /> <br />C:\Data\lProject\O097\C. S)'6 <br />PDK <br />BENSHOOF-FX41 <br /> <br />Syncbro 4 Report <br />Page 2 <br />