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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 Free <br />Flared Lane <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 />0.08 <br />0.14 <br />0.23 <br />d_M, Delay for Movement [s/veh] <br />13.73 <br />10.88 <br />8.08 <br />Movement LOS <br />B <br />B <br />A <br />A A A <br />95th -Percentile Queue Length [veh] <br />0.82 <br />0.82 <br />0.88 <br />0.00 0.00 0.00 <br />95th -Percentile Queue Length [ft] <br />20.59 <br />20.59 <br />21.94 <br />0.00 0.00 0.00 <br />d_A, Approach Delay [s/veh] <br />11.62 <br />5.89 0.00 <br />Approach LOS <br />B <br />A A <br />d_I, Intersection Delay [s/veh] <br />6.18 <br />Intersection LOS <br />B <br />Line Avenue Operations <br />Scenario 9: 9: AM Existing - Mitigation <br />Traffic Impact Study D141 Line Avenue Operations <br />