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<br />HCM Unsignalized Intersection Capacity Analysis <br />9: S Dvwy & Lexington Ave <br /> <br />911712007 <br /> <br />--" <br /> <br />"'t <br /> <br />'" <br /> <br />t <br /> <br />+ <br /> <br />.; <br /> <br /> <br />Volume (veh/h) <br />Sign Control Stop Free Free <br />Grade 0% 0% <br />Peak Hour Fac10r 0.90 0.90 0.90 0.90 0.90 0.90 <br />Hourly ftow rate (vph) 49 ", 80 53 903 1048 <br />Pedestrians <br />lane Width (ft) <br />Walking Speed (JUs) <br />Percent Blockage <br />Righ11urn ftare Iveh) 2 <br />Median type <br />Median storage veh) <br />Upstream signal (ft) <br />pX, platoon unblocked 0.71 0.71 0.71 <br />vC, conflicting volume 2091 557 1113 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conI vol <br />vCu, unblocked vol 1718 0 340 <br />tC, single (s) 6.8 6.9 4.1 <br />tC. 2 stage (s) <br />IF(s) <br />pO queue free % 9 <br />eM capacity (vehlhJ <br />Volume Total 3 <br />Volume Left 49 53 0 <br />Volume Right 80 0 <br />cSH 134 862 1700 <br />Votume to Capacity 0.98 0.06 <br />Queue Length 95th 1ft) 165 5 0 <br />Control Delay (s) 130.5 g.4 <br />Lane LOS F A <br />Approach Delay (s) 130,5 0.5 0.0 <br />Approach LOS F <br />Utilization 52.8% <br />Analysis Period (min) 15 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />T:I 1931\01\August 07 -UpdateISynchroIExisting-2007.syn <br /> <br />Synchro 7 - Report <br />