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Version 4.00-04 <br />Generated with <br />BIntersection LOS <br />10.45Intersection Delay [s/veh] <br />AAABApproach LOS <br />7.208.697.2013.19Approach Delay [s/veh] <br />2.0640.6633.55107.3495th-Percentile Queue Length [ft] <br />0.081.631.344.2995th-Percentile Queue Length [veh] <br />AAABLane LOS <br />Movement, Approach, & Intersection Results <br />0.030.360.310.61X, volume / capacity <br />524810928895Capacity per Entry Lane [veh/h] <br />1.001.001.001.00Pedestrian Impedance <br />539834965929Capacity of Entry and Bypass Lanes [veh/h] <br />15298302568Entry 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 />011398141771028009398140Adjusted Demand Flow Rate [veh/h] <br />011294131701026909382134Demand Flow Rate [veh/h] <br />59630514514Exiting Flow Rate [veh/h] <br />740305159197Circulating Flow Rate [veh/h] <br />1111Number of Conflicting Circulating Lanes <br />Intersection Settings <br />Scenario 19: 19: PM - Alt B - Roundabout