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HCM Unsignalized Intersection Capacity Analysis <br />2: 4th Ave & EWEB Parking Lot 9/23/2011 <br />EWEB Master Plan 12:00 pm 5/24/2011 Year 2021 Total Traffic Conditions -Weekday AM Peak Hour Synchro 7 - Report <br />TST Page 2 <br />-- <br />4— <br />Movement <br />EBT <br />EBR <br />WBL <br />WBT <br />NBL <br />NBR <br />Lane Configurations <br />1� <br />t <br />Volume (veh /h) <br />148 <br />65 <br />17 <br />25 <br />5 <br />29 <br />Sign Control <br />Free <br />Free <br />Stop <br />Grade <br />0% <br />0% <br />0% <br />Peak Hour Factor <br />0.59 <br />0.59 <br />0.59 <br />0.59 <br />0.59 <br />0.59 <br />Hourly flow rate (vph) <br />251 <br />110 <br />29 <br />42 <br />8 <br />49 <br />Pedestrians <br />2 <br />Lane Width (ft) <br />12.0 <br />Walking Speed (ft/s) <br />4.0 <br />Percent Blockage <br />0 <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 />363 <br />408 <br />308 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol <br />363 <br />408 <br />308 <br />tC, single (s) <br />4.1 <br />6.4 <br />6.2 <br />tC, 2 stage (s) <br />tF (s) <br />2.2 <br />3.5 <br />3.3 <br />p0 queue free % <br />98 <br />99 <br />93 <br />cM capacity (veh /h) <br />1205 <br />588 <br />736 <br />Direction, Lane # <br />EB 1 <br />WB 1 <br />WB 2 <br />NB 1 <br />Volume Total <br />361 <br />29 <br />42 <br />58 <br />Volume Left <br />0 <br />29 <br />0 <br />8 <br />Volume Right <br />110 <br />0 <br />0 <br />49 <br />cSH <br />1700 <br />1205 <br />1700 <br />709 <br />Volume to Capacity <br />0.21 <br />0.02 <br />0.02 <br />0.08 <br />Queue Length 95th (ft) <br />0 <br />2 <br />0 <br />7 <br />Control Delay (s) <br />0.0 <br />8.1 <br />0.0 <br />10.5 <br />Lane LOS <br />A <br />B <br />Approach Delay (s) <br />0.0 <br />3.3 <br />10.5 <br />Approach LOS <br />B <br />Intersection Summary <br />Average Delay <br />1.7 <br />Intersection Capacity Utilization <br />24.9% <br />ICU Level of Service A <br />Analysis Period (min) <br />15 <br />EWEB Master Plan 12:00 pm 5/24/2011 Year 2021 Total Traffic Conditions -Weekday AM Peak Hour Synchro 7 - Report <br />TST Page 2 <br />