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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 />0.11 <br />0.27 <br />0.09 <br />d_M, Delay for Movement [s/veh] <br />8.15 <br />20.87 <br />13.54 <br />Movement LOS <br />A A <br />A A <br />C <br />B <br />95th -Percentile Queue Length [veh] <br />1.73 1.73 <br />0.00 0.00 <br />1.58 <br />1.58 <br />95th -Percentile Queue Length [ft] <br />43.24 43.24 <br />0.00 0.00 <br />39.59 <br />39.59 <br />d_A, Approach Delay [s/veh] <br />2.33 <br />0.00 <br />17.41 <br />Approach LOS <br />A <br />A <br />C <br />d_I, Intersection Delay [s/veh] <br />4.25 <br />Intersection LOS <br />C <br />Line Avenue Operations <br />Scenario 2: 2: PM Existing <br />Traffic Impact Study D22 Line Avenue Operations <br />