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<br />HCM Unsignalized Intersection Capacity Analysis Future Conditions - Weekday <br />2: Trump Towers Driveway & Collins Avenue AM Peak Hour <br /> ~ "- t I" \. ~ <br />Movement WBL WBR NBT NBR SBL SBT <br />Lane Configurations , ttf+ "i ttt <br />Volume (veh/h) 0 41 1462 14 74 1714 <br />Sign Control Stop Free Free <br />Grade 0% 0% 0% <br />Peak Hour Factor 0.95 0.95 0.95 0,95 0,95 0.95 <br />Hourly flow rate (vph) 0 43 1539 15 78 1804 <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 0.79 <br />vC, conflicting volume 2304 520 1554 <br />vC1, stage 1 canf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 1705 520 1554 <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 91 82 <br />cM capacity (veh/h) 54 506 422 <br />Direction, Lane # WB1 NB 1 NB2 NB3 S81 SB2 SB3 SB4 <br />Volume Total 43 616 616 323 78 601 601 601 <br />Volume Left 0 0 0 0 78 0 0 0 <br />Volume Right 43 0 0 15 0 0 0 0 <br />cSH 506 1700 1700 1700 422 1700 1700 1700 <br />Volume to Capacity 0.09 0,36 0.36 0.19 0.18 0.35 0,35 0,35 <br />Queue Length 95th (ft) 7 0 0 0 17 0 0 0 <br />Control Delay (s) 12.8 0.0 0,0 0.0 15.4 0.0 0.0 0,0 <br />Lane LOS B C <br />Approach Delay (s) 12,8 0.0 0,6 <br />Approach LOS B <br />Intersection Summary <br />Average Delay 0.5 <br />Intersection Capacity Utilization 39,3% 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 />