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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] 49 40 354 <br />Exiting Flow Rate [veh/h] 49 40 354 <br />Demand Flow Rate [veh/h] 35 <br />101 310 <br />115 43 <br />56 <br />Adjusted Demand Flow Rate [veh/h] 39 <br />112 344 <br />128 48 <br />62 <br />Lanes <br />Overwrite Calculated Critical Headway <br />No <br />No <br />No <br />No <br />User -Defined Critical Headway [s] <br />4.00 <br />0.50 <br />95th -Percentile Queue Length [ft] <br />12.62 <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 />A <br />A <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 />0.97 <br />0.97 <br />F 0.97 <br />0.97 <br />Entry Flow Rate [veh/h] <br />156 <br />355 <br />132 <br />114 <br />Capacity of Entry and Bypass Lanes [veh/ <br />1076 <br />1086 <br />1086 <br />793 <br />Pedestrian Impedance <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Capacity per Entry Lane [veh/h] <br />1045 <br />1054 <br />1054 <br />770 <br />X, volume / capacity <br />0.14 <br />0.33 <br />0.12 <br />0.14 <br />Movement, Approach, & Intersection Results <br />Lane LOS <br />A <br />A A <br />A <br />95th -Percentile Queue Length [veh] <br />0.50 <br />1.43 0.41 <br />0.50 <br />95th -Percentile Queue Length [ft] <br />12.62 <br />35.77 10.33 <br />12.43 <br />Approach Delay [s/veh] <br />4.75 <br />6.10 <br />6.17 <br />Approach LOS <br />A <br />A <br />A <br />Intersection Delay [s/veh] <br />5.83 <br />Intersection LOS <br />A <br />Line Avenue Operations <br />Scenario 21: 21: AM Existing - Roundabout on 5 Line <br />Traffic Impact Study D223 Line Avenue Operations <br />