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Appendix D - Capacity Analysis Backup <br />Generated with <br />Version 4.00-02 <br />Intersection Settings <br />SpaCk <br />Number of Conflicting Circulating Lanes 1 1 1 <br />Circulating Flow Rate [veh/h] 0 14 601 <br />Exiting Flow Rate [veh/h] 0 14 601 <br />Demand Flow Rate [veh/h] 555 <br />22 0 <br />279 13 <br />0 <br />Adjusted Demand Flow Rate [veh/h] 578 <br />23 0 <br />291 14 <br />0 <br />Lanes <br />Overwrite Calculated Critical Headway <br />No <br />No <br />No <br />User -Defined Critical Headway [s] <br />4.00 <br />4.00 <br />0.07 <br />Overwrite Calculated Follow -Up Time <br />No <br />No <br />No <br />User -Defined Follow -Up Time [s] <br />3.00 <br />3.00 <br />6.24 <br />A (intercept) <br />1130.00 <br />1130.00 <br />1130.00 <br />B (coefficient) <br />0.00100 <br />0.00100 <br />0.00100 <br />HV Adjustment Factor <br />0.96 <br />0.96 <br />0.97 <br />Entry Flow Rate [veh/h] <br />625 <br />303 <br />15 <br />Capacity of Entry and Bypass Lanes [veh/ <br />1130 <br />1114 <br />620 <br />Pedestrian Impedance <br />1.00 <br />1.00 <br />1.00 <br />Capacity per Entry Lane [veh/h] <br />1087 <br />1071 <br />602 <br />X, volume / capacity <br />0.55 <br />0.27 <br />0.02 <br />Movement, Approach, & Intersection Results <br />Lane LOS <br />B <br />A <br />A <br />95th -Percentile Queue Length [veh] <br />3.51 <br />1.11 <br />0.07 <br />95th -Percentile Queue Length [ft] <br />87.69 <br />27.67 <br />1.79 <br />Approach Delay [s/veh] <br />10.09 <br />5.97 <br />6.24 <br />Approach LOS <br />B <br />A <br />A <br />Intersection Delay [s/veh] <br />8.71 <br />Intersection LOS <br />A <br />Line Avenue Operations <br />Scenario 19: 19: PM - Alt A - Mit - Roundabout <br />Traffic Impact Study D208 Line Avenue Operations <br />