Laserfiche WebLink
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] 87 139 182 <br />Exiting Flow Rate [veh/h] 87 139 182 <br />Demand Flow Rate [veh/h] 128 <br />320 168 <br />98 80 <br />71 <br />Adjusted Demand Flow Rate [veh/h] 135 <br />337 177 <br />103 84 <br />75 <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 />0.63 <br />95th -Percentile Queue Length [ft] <br />63.83 <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 />487 <br />183 <br />107 <br />164 <br />Capacity of Entry and Bypass Lanes [veh/ <br />1037 <br />984 <br />984 <br />942 <br />Pedestrian Impedance <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Capacity per Entry Lane [veh/h] <br />1007 <br />955 <br />955 <br />915 <br />X, volume / capacity <br />0.47 <br />0.19 <br />0.11 <br />0.17 <br />Movement, Approach, & Intersection Results <br />Lane LOS <br />A <br />A A <br />A <br />95th -Percentile Queue Length [veh] <br />2.55 <br />0.68 0.36 <br />0.63 <br />95th -Percentile Queue Length [ft] <br />63.83 <br />16.95 9.04 <br />15.69 <br />Approach Delay [s/veh] <br />9.04 <br />5.26 <br />5.63 <br />Approach LOS <br />A <br />A <br />A <br />Intersection Delay [s/veh] <br />7.29 <br />Intersection LOS <br />A <br />Line Avenue Operations <br />Scenario 22: 22: PM Existing - Roundabout on 5 Line <br />Traffic Impact Study D228 Line Avenue Operations <br />