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HCM Unsignalized Intersection Capacity Analysis <br />3: EWEB Parking Lot & Mill St 9/22/2011 <br />EWEB Master Plan 12:00 pm 5/24/2011 Year 2011 Existing Conditions - Weekday AM Peak Hour Synchro 7 - Report <br />TST Page 3 <br />t <br />1 <br />Movement <br />EBL <br />EBT <br />EBR <br />WBL <br />WBT <br />WBR <br />NBL <br />NBT <br />NBR <br />SBL <br />SBT <br />SBR <br />Lane Configurations <br />Volume (veh /h) <br />0 <br />0 <br />0 <br />1 <br />0 <br />0 <br />0 <br />20 <br />2 <br />2 <br />114 <br />1 <br />Sign Control <br />Stop <br />Stop <br />Free <br />Free <br />Grade <br />0% <br />0% <br />0% <br />0% <br />Peak Hour Factor <br />0.70 <br />0.70 <br />0.70 <br />0.70 <br />0.70 <br />0.70 <br />0.70 <br />0.70 <br />0.70 <br />0.70 <br />0.70 <br />0.70 <br />Hourly flow rate (vph) <br />0 <br />0 <br />0 <br />1 <br />0 <br />0 <br />0 <br />29 <br />3 <br />3 <br />163 <br />1 <br />Pedestrians <br />4 <br />2 <br />Lane Width (ft) <br />12.0 <br />12.0 <br />Walking Speed (ft/s) <br />4.0 <br />4.0 <br />Percent Blockage <br />0 <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 />205 <br />205 <br />168 <br />199 <br />204 <br />32 <br />168 <br />31 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol <br />205 <br />205 <br />168 <br />199 <br />204 <br />32 <br />168 <br />31 <br />tC, single (s) <br />7.1 <br />6.5 <br />6.2 <br />7.1 <br />6.5 <br />6.2 <br />4.1 <br />4.1 <br />tC, 2 stage (s) <br />tF (s) <br />3.5 <br />4.0 <br />3.3 <br />3.5 <br />4.0 <br />3.3 <br />2.2 <br />2.2 <br />p0 queue free % <br />100 <br />100 <br />100 <br />100 <br />100 <br />100 <br />100 <br />100 <br />cM capacity (veh /h) <br />750 <br />692 <br />879 <br />761 <br />692 <br />1046 <br />1417 <br />1594 <br />Direction, Lane # <br />EB 1 <br />WB 1 <br />NB 1 <br />SB 1 <br />Volume Total <br />0 <br />1 <br />31 <br />167 <br />Volume Left <br />0 <br />1 <br />0 <br />3 <br />Volume Right <br />0 <br />0 <br />3 <br />1 <br />cSH <br />1700 <br />761 <br />1417 <br />1594 <br />Volume to Capacity <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />Queue Length 95th (ft) <br />0 <br />0 <br />0 <br />0 <br />Control Delay (s) <br />0.0 <br />9.7 <br />0.0 <br />0.1 <br />Lane LOS <br />A <br />A <br />A <br />Approach Delay (s) <br />0.0 <br />9.7 <br />0.0 <br />0.1 <br />Approach LOS <br />A <br />A <br />Intersection Summary <br />Average Delay <br />0.2 <br />Intersection Capacity Utilization <br />19.4% <br />ICU Level of Service <br />A <br />Analysis Period (min) <br />15 <br />EWEB Master Plan 12:00 pm 5/24/2011 Year 2011 Existing Conditions - Weekday AM Peak Hour Synchro 7 - Report <br />TST Page 3 <br />