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Version 4.00-04 <br />Generated with <br />AIntersection LOS <br />9.19Intersection Delay [s/veh] <br />AABAApproach LOS <br />4.568.4110.945.41Approach Delay [s/veh] <br />1.9423.5289.8818.3195th-Percentile Queue Length [ft] <br />0.080.943.600.7395th-Percentile Queue Length [veh] <br />AABALane LOS <br />Movement, Approach, & Intersection Results <br />0.030.240.560.20X, volume / capacity <br />8346599951014Capacity per Entry Lane [veh/h] <br />1.001.001.001.00Pedestrian Impedance <br />85967910341051Capacity of Entry and Bypass Lanes [veh/h] <br />22164580208Entry Flow Rate [veh/h] <br />0.970.970.960.96HV Adjustment Factor <br />0.001000.001000.001000.00100B (coefficient) <br />1130.001130.001130.001130.00A (intercept) <br />3.003.003.003.00User-Defined Follow-Up Time [s] <br />NoNoNoNoOverwrite Calculated Follow-Up Time <br />4.004.004.004.00User-Defined Critical Headway [s] <br />NoNoNoNoOverwrite Calculated Critical Headway <br />Lanes <br />131789268844731213167Adjusted Demand Flow Rate [veh/h] <br />131580261764261211860Demand Flow Rate [veh/h] <br />206509723Exiting Flow Rate [veh/h] <br />2755109073Circulating Flow Rate [veh/h] <br />1111Number of Conflicting Circulating Lanes <br />Intersection Settings <br />Scenario 18: 18: AM - Alt B - Roundabout