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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 No <br />Storage Area [veh] <br />Two -Stage Gap Acceptance No No <br />Number of Storage Spaces in Median i <br />Movement, Approach, & Intersection Results <br />V/C, Movement V/C Ratio <br />0.04 <br />0.00 <br />0.00 <br />0.00 <br />0.21 <br />1 0.01 <br />0.03 <br />0.01 <br />0.05 <br />0.00 <br />d_M, Delay for Movement [s/veh] <br />8.71 <br />0.00 <br />7.37 <br />G <br />12.69 <br />12.85 <br />10.78 <br />13.56 <br />15.99 <br />9.21 <br />Movement LOS <br />A <br />A <br />A A <br />A <br />A B <br />B <br />B <br />B <br />C <br />A <br />95th -Percentile Queue Length [veh] <br />0.12 <br />FO.00 <br />0.00 0.31 <br />0.31 <br />0.00 0.96 <br />0.96 <br />0.96 <br />0.18 <br />0.18 <br />0.18 <br />95th -Percentile Queue Length [ft] <br />2.94 <br />1 0.00 <br />0.00 7.70 <br />7.70 <br />0.00 23.92 <br />1 23.92 <br />1 23.92 <br />4.45 <br />4.45 <br />4.45 <br />d_A, Approach Delay [s/veh] <br />3.04 <br />0.01 <br />12.37 <br />15.21 <br />Approach LOS <br />A <br />A <br />B <br />C <br />d_I, Intersection Delay [s/veh] <br />3.08 <br />Intersection LOS <br />C <br />Line Avenue Operations <br />Scenario 1: 1: AM Existing <br />Traffic Impact Study D 7 Line Avenue Operations <br />