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Appendix D - Capacity Analysis Backup <br />Generated with <br />Version 4.00-02 <br />Intersection Settings <br />SpaCk <br />Priority Scheme Stop Free Stop Free <br />Flared Lane No No <br />Storage Area [veh] <br />Two -Stage Gap Acceptance No No <br />Number of Storage Spaces in Median <br />Movement, Approach, & Intersection Results <br />V/C, Movement V/C Ratio <br />0.00 <br />0.00 <br />0.00 <br />11.00 <br />0.00 <br />0.21 <br />1 0.27 <br />0.00 <br />0.00 <br />0.03 <br />j.00 <br />d_M, Delay for Movement [s/veh] <br />10.82 <br />11.85 <br />9.27 <br />0.00 <br />G <br />16.81 <br />15.56 <br />14.13 <br />7.70 <br />7.71 <br />0.00 <br />Movement LOS <br />B <br />B <br />A <br />A <br />A <br />A C <br />C <br />B <br />A <br />A <br />A <br />95th -Percentile Queue Length [veh] <br />0.02 <br />FO.02 <br />0.02 <br />0.00 <br />0.00 <br />0.00 2.60 <br />2.60 <br />2.60 <br />0.57 <br />0.57 <br />0.57 <br />95th -Percentile Queue Length [ft] <br />0.58 <br />1 0.58 1 <br />0.58 <br />0.00 <br />0.00 <br />0.00 64.95 <br />1 64.95 <br />1 64.95 <br />14.22 <br />14.22 <br />14.22 <br />d_A, Approach Delay [s/veh] <br />10.62 <br />0.00 <br />16.02 <br />1.65 <br />Approach LOS <br />B <br />A <br />C <br />A <br />d_I, Intersection Delay [s/veh] <br />7.26 <br />Intersection LOS <br />C <br />Line Avenue Operations <br />Scenario 15: 15: PM - Alt B - Mitigation <br />Traffic Impact Study D185 Line Avenue Operations <br />