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HCM Unsignalized Intersection Capacity Analysis <br />13: Coburg St & 3rd 9/22/2011 <br />EWEB Master Plan 12:00 pm 5/24/2011 Year 2021 Background Conditions - Weekday PM Peak Hour Synchro 7 - Report <br />TST Page 13 <br />t <br />t <br />Movement <br />EBL <br />EBR <br />NBL <br />NBT <br />SBT <br />SBR <br />Lane Configurations <br />r <br />tt <br />ft <br />r <br />Volume (veh /h) <br />0 <br />34 <br />0 <br />2987 <br />2109 <br />358 <br />Sign Control <br />Stop <br />Free <br />Free <br />Grade <br />0% <br />0% <br />0% <br />Peak Hour Factor <br />0.91 <br />0.91 <br />0.91 <br />0.91 <br />0.91 <br />0.91 <br />Hourly flow rate (vph) <br />0 <br />37 <br />0 <br />3282 <br />2318 <br />393 <br />Pedestrians <br />Lane Width (ft) <br />Walking Speed (ft/s) <br />Percent Blockage <br />Right turn flare (veh) <br />Median type <br />None <br />None <br />Median storage veh) <br />Upstream signal (ft) <br />pX, platoon unblocked <br />vC, conflicting volume <br />3959 <br />1159 <br />2318 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol <br />3959 <br />1159 <br />2318 <br />tC, single (s) <br />6.8 <br />6.9 <br />4.1 <br />tC, 2 stage (s) <br />tF (s) <br />3.5 <br />3.3 <br />2.2 <br />p0 queue free % <br />100 <br />81 <br />100 <br />cM capacity (veh /h) <br />2 <br />192 <br />218 <br />Direction, Lane # <br />EB 1 <br />NB 1 <br />NB 2 <br />SB 1 <br />SB 2 <br />SB 3 <br />Volume Total <br />37 <br />1641 <br />1641 <br />1159 <br />1159 <br />393 <br />Volume Left <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Volume Right <br />37 <br />0 <br />0 <br />0 <br />0 <br />393 <br />cSH <br />192 <br />1700 <br />1700 <br />1700 <br />1700 <br />1700 <br />Volume to Capacity <br />0.19 <br />0.97 <br />0.97 <br />0.68 <br />0.68 <br />0.23 <br />Queue Length 95th (ft) <br />17 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Control Delay (s) <br />28.2 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />Lane LOS <br />D <br />Approach Delay (s) <br />28.2 <br />0.0 <br />0.0 <br />Approach LOS <br />D <br />Intersection Summary <br />Average Delay <br />0.2 <br />Intersection Capacity Utilization <br />90.5% <br />ICU Level of Service E <br />Analysis Period (min) <br />15 <br />EWEB Master Plan 12:00 pm 5/24/2011 Year 2021 Background Conditions - Weekday PM Peak Hour Synchro 7 - Report <br />TST Page 13 <br />