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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 Free Free Stop <br />Flared Lane No <br />Storage Area [veh] <br />Two -Stage Gap Acceptance No <br />Number of Storage Spaces in Median <br />Movement, Approach, & Intersection Results <br />V/C, Movement V/C Ratio <br />0.15 <br />0.00 <br />0.15 <br />d_M, Delay for Movement [s/veh] <br />7.62 <br />13.39 <br />8.91 <br />Movement LOS <br />A A <br />A A <br />B <br />A <br />95th -Percentile Queue Length [veh] <br />0.53 0.53 <br />0.00 0.00 <br />0.52 <br />0.52 <br />95th -Percentile Queue Length [ft] <br />13.25 13.25 <br />0.00 0.00 <br />12.90 <br />12.90 <br />d_A, Approach Delay [s/veh] <br />7.46 <br />0.00 <br />8.91 <br />Approach LOS <br />A <br />A <br />A <br />d_I, Intersection Delay [s/veh] <br />7.99 <br />Intersection LOS <br />B <br />Line Avenue Operations <br />Scenario 8: 8: PM - Alt A <br />Traffic Impact Study D56 Line Avenue Operations <br />