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HCM Unsignalized Intersection Capacity Analysis <br />3: Marine View Driv & 1-5 SIB Ramp 6/1/2017 <br />-F <br />--X <br />Movement <br />EBL <br />EBR <br />SET <br />SER <br />NWL <br />NWT <br />Lane Configurations <br />t <br />r <br />t <br />Volume (veh/h) <br />0 <br />0 <br />20 <br />1076 <br />29 <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 />0 <br />0 <br />22 <br />1170 <br />32 <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 />1023 <br />pX, platoon unblocked <br />vC, conflicting volume <br />653 <br />22 <br />1191 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol <br />653 <br />22 <br />1191 <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 />95 <br />cM capacity (veh/h) <br />409 <br />1055 <br />586 <br />Direction, Lane # <br />SE 1 <br />SE 2 <br />NW 1 <br />NW 2 <br />Volume Total <br />22 <br />1170 <br />32 <br />568 <br />Volume Left <br />0 <br />0 <br />32 <br />0 <br />Volume Right <br />0 <br />1170 <br />0 <br />0 <br />cSH <br />1700 <br />1700 <br />586 <br />1700 <br />Volume to Capacity <br />0.01 <br />0.69 <br />0.05 <br />0.33 <br />Queue Length 95th (ft) <br />0 <br />0 <br />4 <br />0 <br />Control Delay (s) <br />0.0 <br />0.0 <br />11.5 <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 76.6% ICU Level of Service D <br />Analysis Period (min) 15 <br />Shaffer Assemblage 10:00 am 6/1/2017 2017 Existing PM Peak Hour Synchro 8 Report <br />TENW Page 3 <br />