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HCM Unsignalized Intersection Capacity Analysis <br />2: Marine View Driv & Summit Ave 6/1/2017 <br />1� --X '1 <br />Movement <br />EBL <br />EBR <br />SET <br />SER <br />NWL <br />NWT <br />Lane Configurations <br />if <br />tT <br />fit <br />Volume (veh/h) <br />26 <br />176 <br />901 <br />29 <br />25 <br />523 <br />Sign Control <br />Stop <br />Free <br />Free <br />Grade <br />0% <br />0% <br />0% <br />Peak Hour Factor <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />Hourly flow rate (vph) <br />28 <br />191 <br />979 <br />32 <br />27 <br />568 <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 />656 <br />367 <br />pX, platoon unblocked <br />vC, conflicting volume <br />1334 <br />505 <br />1011 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol <br />1334 <br />505 <br />1011 <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 />80 <br />63 <br />96 <br />cM capacity (veh/h) <br />139 <br />512 <br />681 <br />Direction, Lane # <br />EB 1 <br />EB 2 <br />SE 1 <br />SE 2 <br />NW 1 <br />NW 2 <br />NW 3 <br />Volume Total <br />28 <br />191 <br />653 <br />358 <br />27 <br />284 <br />284 <br />Volume Left <br />28 <br />0 <br />0 <br />0 <br />27 <br />0 <br />0 <br />Volume Right <br />0 <br />191 <br />0 <br />32 <br />0 <br />0 <br />0 <br />cSH <br />139 <br />512 <br />1700 <br />1700 <br />681 <br />1700 <br />1700 <br />Volume to Capacity <br />0.20 <br />0.37 <br />0.38 <br />0.21 <br />0.04 <br />0.17 <br />0.17 <br />Queue Length 95th (ft) <br />18 <br />43 <br />0 <br />0 <br />3 <br />0 <br />0 <br />Control Delay (s) <br />37.3 <br />16.2 <br />0.0 <br />0.0 <br />10.5 <br />0.0 <br />0.0 <br />Lane LOS <br />E <br />C <br />B <br />Approach Delay (s) <br />18.9 <br />0.0 <br />0.5 <br />Approach LOS <br />C <br />Intersection Summary <br />Average Delay <br />2.4 <br />Intersection Capacity Utilization <br />43.4% <br />ICU Level of Service <br />A <br />Analysis Period (min) <br />15 <br />Shaffer Assemblage 10:00 am 6/1/2017 2017 Existing PM Peak Hour Synchro 8 Report <br />TENW Page 2 <br />