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<br />HCM Unsignalized Intersection Capacity Analysis Future Conditions - Weekday <br />2: Trump Towers Driveway & Collins Avenue PM Peak Hour <br /> .f "- t ~ \. ~ <br />Movement WBL .WBR NBT NBR SBL S~BT <br />Lane Configurations r' ttft , ttt <br />Volume (veh/h) 0 43 2080 22 92 2014 <br />Sign Control Stop Free Free <br />Grade 0% 0% 0% <br />Peak Hour Factor 0.98 0.98 0.98 0,98 0.98 0,98 <br />Hourly now rate (vph) 0 44 2122 22 94 2055 <br />Pedestrians <br />Lane Width (f1) <br />Walking Speed (ftIs) <br />Percent Blockage <br />Right turn nare (veh) <br />Median type None None <br />Median storage veh) <br />Upstream signal (f1) 420 <br />pX, platoon unblocked 0.76 <br />vC, conflicting volume 3006 719 2145 <br />vC1, stage 1 conf vol <br />vC2, stage 2 cont vol <br />vCu, unblocked vol 2538 719 2145 <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 tree % 100 88 63 <br />cM capacity (veh/h) 11 376 252 <br />Direction. Lane # WB1 NB 1 NB2 NB3 SB 1 SB2 SB 3 SB4 <br />Volume Total 44 849 849 447 94 685 685 685 <br />Volume Left 0 0 0 0 94 0 0 0 <br />Volume Right 44 0 0 22 0 0 0 0 <br />cSH 376 1700 1700 1700 252 1700 1700 1700 <br />Volume to Capacity 0,12 0.50 0.50 0.26 0.37 0040 0040 0040 <br />Queue Length 95th (f1) 10 0 0 0 41 0 0 0 <br />Control Delay (s) 15,8 0.0 0.0 0.0 27,6 0,0 0.0 0.0 <br />Lane LOS C D <br />Approach Delay (s) 15,8 0.0 1.2 <br />Approach LOS C <br />Intersection Summary <br />Average Delay 0,8 <br />Intersection Capacity Utilization 52,4% ICU Level ot 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 />