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<br />MAR-07-2001 12:12 <br /> <br />BENSHOOF & ASSOC. <br /> <br />20: CO RD D & CLEVELAND AVE <br />Centre Pointe 0091 <br /> <br />952 238 1671 P.06/12 <br /> <br />2004 C <br />1/212001 <br /> <br />Lanes, Volumes, Timings <br /> ~ -+ ~ ~ .... '- ~ f ~ <br />Lane Group EBL EBT FBR WBL WBT WBR NBL NBT NBR <br />vIe Ratio 0.96 0.61 0.98 0.40 <br />Uniform Delay, d1 18.4 18.6 12.0 5.4 <br />Platoon Factor 1.00 1.00 1.00 1.00 <br />Incr. Delay, d2 22.5 3.3 27.3 1.2 <br />Webster Delay 40.9 21.8 39.4 6.5 <br />Webster LOS D C D A <br />Queue Length 50th eft) 160 91 234 57 <br />Queue Length 95th eft) #194 140 #552 109 <br />Link Length (ft) 310 222 587 <br />50th Up Block Time (%) <br />95th Up Block Time (%) <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: 70 <br />Actuated Cycle Length: 70 <br />Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green <br />Natural Cycle: 70 <br />Control Type: Pretimed <br />Total Lost Time: 6 <br />Sum of Critical vIs Ratios: 0.89 <br />Intersedlon vIe Ratio: 0.97 <br />Intersection Webster Signal Delay: 30.0 <br />Intersection LOS: C <br /># 95th percentile volume exceeds capacity. queue may be longer. <br />Queue shown is maximum after two cycles. <br /> <br />lits and Phases: 20: CO RD D & CLEVELAND AVE <br /> <br /> <br /> <br /> <br />1115 <br /> <br />~ <br />SBL <br /> <br /> <br />~ <br /> <br />SBT <br />0.18 <br />8.7 <br />1.00 <br />0.5 <br />9.1 <br />A <br />o <br />28 <br />221 <br /> <br />~ <br />HB <br /> <br />C:\Data\1 Project\OO97\C.sy6 <br />PDK <br />BENSHOOF-FX41 <br /> <br />S~hro 4 Repon <br />Page 6 <br />