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<br />HCM Unsignalized Intersection Capacity Analysis Future Condition - Saturday <br />2: Trump Towers Driveway & Collins Avenue PM Peak Hour <br /> ~ "- t ~ '-. + <br />Movement WBL WBR NBT NBR SBL SBT <br />Lane Configurations " ttf+ lj ttt <br />Volume (veh/h) 0 49 1789 16 61 1766 <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 52 1903 17 65 1879 <br />Pedestrians <br />Lane Width (ft) <br />Walking Speed (ft/s) <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 0,80 <br />vC, conflicting volume 2668 643 1920 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 2202 643 1920 <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 88 79 <br />cM capacity (veh/h) 25 421 312 <br />Direction, Lane # WB1 NB 1 NB2 NB3 SB 1 SB2 SB3 SB4 <br />Volume Total 52 761 761 398 65 626 626 626 <br />Volume Left 0 0 0 0 65 0 0 0 <br />Volume Right 52 0 0 17 0 0 0 0 <br />cSH 421 1700 1700 1700 312 1700 1700 1700 <br />Volume to Capacity 0.12 0.45 0,45 0.23 0,21 0,37 0.37 0.37 <br />Queue Length 95th (ft) 11 0 0 0 19 0 0 0 <br />Control Delay (s) 14.8 0.0 0,0 0.0 19.5 0.0 0.0 0,0 <br />Lane LOS B C <br />Approach Delay (s) 14.8 0.0 0.7 <br />Approach LOS B <br />Intersection Summary <br />Average Delay 0.5 <br />Intersection Capacity Utilization 45.0% 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 />