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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 Stop <br />Flared Lane No <br />Storage Area [veh] <br />Two -Stage Gap Acceptance No No <br />Number of Storage Spaces in Median u <br />Movement, Approach, & Intersection Results <br />V/C, Movement V/C Ratio <br />0.15 <br />u.00 <br />0.00 <br />0.00 <br />1.15 <br />1 0.04 <br />0.21 <br />0.10 <br />0.00 <br />0.00 <br />d_M, Delay for Movement [s/veh] <br />8.34 <br />0.00 <br />8.04 <br />C <br />174.53 <br />173.70 <br />11.01 <br />32.15 <br />25.52 <br />12.82 <br />Movement LOS <br />A <br />A <br />A A <br />A <br />A F <br />F <br />B <br />D <br />D <br />B <br />95th -Percentile Queue Length [veh] <br />0.52 <br />FO.00 <br />0.00 0.00 <br />0.00 <br />0.00 11.68 <br />11.68 <br />0.78 <br />0.31 <br />0.31 <br />0.31 <br />95th -Percentile Queue Length [ft] <br />13.03 1 <br />0.00 <br />0.00 0.00 <br />0.00 <br />0.00 292.08 <br />292.08 1 <br />19.60 <br />7.78 <br />7.78 <br />7.78 <br />d_A, Approach Delay [s/veh] <br />2.81 <br />0.00 <br />107.23 <br />32.15 <br />Approach LOS <br />A <br />A <br />F <br />D <br />d_I, Intersection Delay [s/veh] <br />34.67 <br />Intersection LOS <br />F <br />Line Avenue Operations <br />Scenario 14: 14: PM - Alt C - Mitigation <br />Traffic Impact Study D198 Line Avenue Operations <br />