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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 />0.00 <br />0.37 <br />0.03 <br />d_M, Delay for Movement [s/veh] <br />7.72 <br />11.80 <br />11.15 <br />Movement LOS <br />A A <br />A A <br />B <br />B <br />95th -Percentile Queue Length [veh] <br />0.18 0.18 <br />0.00 0.00 <br />1.92 <br />1.92 <br />95th -Percentile Queue Length [ft] <br />4.61 4.61 <br />0.00 0.00 <br />48.09 <br />48.09 <br />d_A, Approach Delay [s/veh] <br />0.50 <br />0.00 <br />11.74 <br />Approach LOS <br />A <br />A <br />B <br />d_I, Intersection Delay [s/veh] <br />6.28 <br />Intersection LOS <br />B <br />Line Avenue Operations <br />Scenario 6: 6: PM - Alt C <br />Traffic Impact Study D124 Line Avenue Operations <br />