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<br />HCM Unsignalized Intersection Capacity Analysis Future Condition - Saturday <br />2: Trump Towers Driveway & Collins Avenue AM Peak Hour <br /> of ..... f ~ \. + <br />MovemBnt WBl WBR ~BT NBR SBl SBT <br />lane Configurations 7' ttft ~ ttt <br />Volume (veh/h) 0 40 1456 20 59 1633 <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 now rate (vph) 0 43 1549 21 63 1737 <br />Pedestrians <br />lane Width (ft) <br />Walking Speed (ftIs) <br />Percent Blockage <br />Right turn nare (veh) <br />Median tYPB None None <br />Median storage veh) <br />Upstream signal (ft) 420 <br />pX, platoon unblocked 0.84 <br />vC, connicting volume 2264 527 1570 <br />vC1, stage 1 cont vol <br />vC2, stage 2 cont vol <br />vCu, unblocked vol 1832 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 tree % 100 92 85 <br />cM capacity (veh/h) 49 501 421 <br />Direction, lane # WB1 NB 1 NB2 NB3 SB 1 SB2 SB3 SB4 <br />Volume Total 43 620 620 331 63 579 579 579 <br />Volume left 0 0 0 0 63 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 0.15 0.34 0.34 0.34 <br />Queue length 95th (ft) 7 0 0 0 13 0 0 0 <br />Control Delay (s) 12.9 0.0 0.0 0.0 15.0 0.0 0.0 0.0 <br />lane 109 B C <br />Approach Delay (s) 12.9 0.0 0.5 <br />Approach LOS B <br />Intersection Summary <br />Average Delay 0.4 <br />Intersection Capacity Utilization 38.6% ICU level of Service A <br />Analysis Period {minI 15 <br /> <br />Collins Aveune at 183rd Street <br />Driveway Analysis <br /> <br />April 2011 <br />Synchro 7 - Report <br />