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<br />_I <br /> <br />HCM Unsignalized Intersection Capacity Analysis Existing Conditions - Weekday <br />2: Trump Towers Driveway & Collins Avenue PM Peak Hour <br /> ~ "- t ~ \. ! <br />Movement WBl WBR NBT NBR SBL SBT <br />Lane Configurations " ttf+ " ttt <br />Volume (vehlh) 0 43 2080 22 41 1991 <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 flow rate (vph) 0 44 2122 22 42 2032 <br />Pedestrians <br />Lane Width (ft) <br />Walking Speed (fVs) <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 0.75 <br />vC. conflicting volume 2895 719 2145 <br />vC1. stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 2360 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 free % 100 88 83 <br />cM capacity (vehlh) 19 376 252 <br />Direction. lane # WB1 NB 1 NB"'2 NB 3 SB 1 SB2 SB3 SB4 <br />Volume Total 44 849 849 447 42 677 677 677 <br />Volume left 0 0 0 0 42 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 0.17 0.40 0.40 0.40 <br />Queue Length 95th (ft) 10 0 0 0 15 0 0 0 <br />Control Delay (s) 15.8 0.0 0.0 0.0 22.1 0.0 0.0 0.0 <br />Lane LOS C C <br />Approach Delay (s) 15.8 0.0 0.4 <br />Approach LOS C <br />Intersection Summary <br />Average Delay 0.4 <br />Intersection Capacity Utilization 50.7% 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 />