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<br />HCM Unsignalized Intersection Capacity Analysis Existing Conditions - Weekday <br />2: Trump Towers Driveway & Collins Avenue AM Peak Hour <br /> ~ '- t ~ \. + <br />Movement -WBL WBR NBT NBR SBC SBT <br />Lane Configurations r' ttf+ 'I ttt <br />Volume (vehlh) 0 41 1462 14 46 1714 <br />Sign Control Slop 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 48 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 0.78 <br />vC. conflicting volume 2245 520 1554 <br />vC1, stage 1 conI vol <br />vC2, stage 2 conI vol <br />vCu, unblocked vol 1596 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 89 <br />cM capacity (veh/h) 68 506 422 <br />Direction. lane # WB1 NB 1 NB2 NB 3 SB 1 SB2 SB3 SB4 <br />Volume Total 43 616 616 323 48 601 601 601 <br />Volume Left 0 0 0 0 48 0 0 0 <br />Volume RighI 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 0.11 0.35 0.35 0.35 <br />Queue Length 95th (ft) 7 0 0 0 10 0 0 0 <br />Control Delay (s) 12.8 0.0 0.0 0.0 14.6 0.0 0.0 0.0 <br />Lane LOS B B <br />Approach Delay (s) 12.8 0.0 0.4 <br />Approach LOS B <br />Intersection Summary <br />Average Delay 0.4 <br />Intersection Capacity Utilization 38.6% ICU Level 01 Service A <br />Analysis Period (min) 15 <br /> <br />Collins Aveune al183rd Street <br />Driveway Analysis <br /> <br />April 2011 <br />Synchro 7 - Report <br />