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<br />HCM Unsignalized Intersection Capacity Analysis Existing Condition - Saturday <br />2: Trump Towers Driveway & Collins Avenue AM Peak Hour <br /> ~ '- t ~ \. ~ <br />Movement WBL WBR NBT NBR SBL SBT <br />Lane Configurations " ttft " ttt <br />Volume (veh/h) 0 40 1456 20 21 1609 <br />Sign Control Stop Free Free <br />Grade 0% 0% 0% <br />Peak Hour Factor 0.94 0.94 0.94 0,94 0.94 0.94 <br />Hourly flow rate (vph) 0 43 1549 21 22 1712 <br />Pedestrians <br />Lane Width (ft) <br />Walking Speed (ftls) <br />Percent Blockage <br />Right turn flare (veh) <br />Median type None None <br />Median storage veh) <br />Upstream signal (ft) 420 <br />pX, platoon unblocked 0.83 <br />vC, confticting volume 2175 527 1570 <br />vC 1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu. unblocked vol 1683 527 1570 <br />tC, single (s) 6.8 6.9 4.1 <br />tC. 2 stage (s) <br />tF (s) 3,5 3.3 2.2 <br />pO queue free % 100 92 95 <br />cM capacity (veh/h) 68 501 421 <br />Direction, Lane # WB1 NB 1 NB2 NB3 SB 1 SB2 SB3 SB4 <br />Volume Total 43 620 620 331 22 571 571 571 <br />Volume Left 0 0 0 0 22 0 0 0 <br />Volume Right 43 0 0 21 0 0 0 0 <br />cSH 501 1700 1700 1700 421 1700 1700 1700 <br />Volume to Capacity 0.08 0.36 0.36 0.19 0.05 0,34 0,34 0,34 <br />Queue Length 95th (ft) 7 0 0 0 4 0 0 0 <br />Control Delay (s) 12,9 0.0 0,0 0.0 14,0 0,0 0.0 0.0 <br />Lane LOS B B <br />Approach Delay (s) 12.9 0.0 0,2 <br />Approach LOS B <br />Intersection Summary <br />Average Delay 0.3 <br />Intersection Capacity Utilization 38.6% ICU Level of Service A <br />Analysis Period (min) 15 <br /> <br />Collins Aveune at 183rd Street <br />Driveway Analysis <br /> <br />April 2011 <br />Synchro 7 - Report <br />