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HCM Unsignalized Intersection Capacity Analysis <br />3: Marine View Driv & 1-5 SB Ramp 4/10/2018 <br />Movement EBL EBR SET SER NWL NWT <br />Lane Configurations <br />t <br />r <br />Vi <br />t <br />Volume (veh/h) <br />0 <br />0 <br />22 <br />1221 <br />33 <br />615 <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 />0 <br />0 <br />24 <br />1327 <br />36 <br />668 <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 />1024 <br />pX, platoon unblocked <br />vC, conflicting volume <br />764 <br />24 <br />1351 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol <br />764 <br />24 <br />1351 <br />tC, single (s) <br />6.4 <br />6.2 <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 />100 <br />93 <br />cM capacity (veh/h) <br />346 <br />1053 <br />509 <br />Direction, Lane # <br />SE 1 <br />SE 2 <br />NW 1 <br />NW 2 <br />Volume Total <br />24 <br />1327 <br />36 <br />668 <br />Volume Left <br />0 <br />0 <br />36 <br />0 <br />Volume Right <br />0 <br />1327 <br />0 <br />0 <br />cSH <br />1700 <br />1700 <br />509 <br />1700 <br />Volume to Capacity <br />0.01 <br />0.78 <br />0.07 <br />0.39 <br />Queue Length 95th (ft) <br />0 <br />0 <br />6 <br />0 <br />Control Delay (s) <br />0.0 <br />0.0 <br />12.6 <br />0.0 <br />Lane LOS <br />B <br />Approach Delay (s) <br />0.0 <br />0.6 <br />Approach LOS <br />Intersection Summary <br />Average Delay 0.2 <br />Intersection Capacity Utilization 85.6% ICU Level of Service E <br />Analysis Period (min) 15 <br />Shaffer Assemblage 10:00 am 6l1/2017 2020 with Project PM Peak Hour Synchro 8 Report <br />TENW Page 1 <br />