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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 />402 <br />72 <br />123 <br />653 <br />Exiting Flow Rate [veh/h] <br />14 <br />70 <br />123 <br />594 <br />Demand Flow Rate [veh/h] 55 <br />191 <br />1 9 <br />1 0 <br />111 <br />1 168 1 361 <br />1 13 <br />23 <br />1 2 <br />11 <br />1 0 <br />Adjusted Demand Flow Rate [veh/h] 57 <br />199 <br />1 9 <br />1 0 <br />116T <br />175 1 376 <br />1 14 <br />24 <br />1 2 <br />11 <br />0 <br />Lanes <br />Overwrite Calculated Critical Headway <br />No <br />No <br />No <br />No <br />User -Defined Critical Headway [s] <br />1.67 <br />-11 <br />2.16 <br />0.07 <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 />8.57 <br />6.56 <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 />0.97 <br />0.97 <br />0.97 <br />Entry Flow Rate [veh/h] <br />275 <br />301 <br />427 <br />14 <br />Capacity of Entry and Bypass Lanes [veh/ <br />757 <br />1052 <br />1000 <br />589 <br />Pedestrian Impedance <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Capacity per Entry Lane [veh/h] <br />729 <br />1017 <br />971 <br />572 <br />X, volume / capacity <br />0.36 <br />0.29 <br />0.43 <br />0.02 <br />Movement, Approach, & Intersection Results <br />Lane LOS <br />A <br />A <br />A <br />A <br />95th -Percentile Queue Length [veh] <br />1.67 <br />1.19 <br />2.16 <br />0.07 <br />95th -Percentile Queue Length [ft] <br />41.65 <br />29.68 <br />54.12 <br />1.75 <br />Approach Delay [s/veh] <br />9.55 <br />6.38 <br />8.57 <br />6.56 <br />Approach LOS <br />A <br />A <br />A <br />A <br />Intersection Delay [s/veh] <br />8.16 <br />Intersection LOS <br />A <br />Line Avenue Operations <br />Scenario 20: 20: PM Existing - Mit - Roundabout <br />Traffic Impact Study D203 Line Avenue Operations <br />