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Appendix D - Capacity Analysis Backup <br />Generated with <br />Version 4.00-02 <br />Intersection Settings <br />Spark <br />Number of Conflicting Circulating Lanes <br />1 <br />1 <br />1 <br />1 <br />Circulating Flow Rate [veh/h] <br />197 <br />159 <br />305 <br />740 <br />Exiting Flow Rate [veh/h] <br />14 <br />145 <br />305 <br />596 <br />Demand Flow Rate [veh/h] 134 <br />382 <br />9 <br />1 0 <br />269 <br />10 1 170 <br />13 <br />94 <br />1 12 <br />1 <br />0 <br />Adjusted Demand Flow Rate [veh/h] 140 <br />398 <br />9 <br />1 0 <br />280 <br />10 1 177 <br />14 <br />98 <br />1 13 <br />1 <br />0 <br />Lanes <br />Overwrite Calculated Critical Headway <br />No <br />No <br />No <br />No <br />User -Defined Critical Headway [s] <br />4.29 <br />1_..1 <br />1.63 <br />0.08 <br />Overwrite Calculated Follow -Up Time <br />No <br />No <br />No <br />No <br />User -Defined Follow -Up Time [s] <br />3.00 <br />3.00 <br />8.69 <br />7.20 <br />A (intercept) <br />1130.00 <br />1130.00 <br />1130.00 <br />1130.00 <br />B (coefficient) <br />0.00100 <br />0.00100 <br />0.00100 <br />0.00100 <br />HV Adjustment Factor <br />0.96 <br />0.96 <br />0.97 <br />0.97 <br />Entry Flow Rate [veh/h] <br />568 <br />302 <br />298 <br />15 <br />Capacity of Entry and Bypass Lanes [veh/ <br />929 <br />965 <br />834 <br />539 <br />Pedestrian Impedance <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Capacity per Entry Lane [veh/h] <br />895 <br />928 <br />810 <br />524 <br />X, volume / capacity <br />0.61 <br />0.31 <br />0.36 <br />0.03 <br />Movement, Approach, & Intersection Results <br />Lane LOS <br />B <br />A <br />A <br />A <br />95th -Percentile Queue Length [veh] <br />4.29 <br />1.34 <br />1.63 <br />0.08 <br />95th -Percentile Queue Length [ft] <br />107.34 <br />33.55 <br />40.66 <br />2.06 <br />Approach Delay [s/veh] <br />13.19 <br />7.20 <br />8.69 <br />7.20 <br />Approach LOS <br />B <br />A <br />A <br />A <br />Intersection Delay [s/veh] <br />10.45 <br />Intersection LOS <br />B <br />Line Avenue Operations <br />Scenario 18: 18: PM - Alt B - Mitigation - Roundabout <br />Traffic Impact Study D213 Line Avenue Operations <br />