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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 />0.01 <br />u.00 <br />0.01 <br />0.00 <br />0.00 <br />1 0.00 <br />0.05 <br />0.01 <br />0.00 <br />0.00 <br />d_M, Delay for Movement [s/veh] <br />8.17 <br />0.00 <br />7.61 <br />G <br />14.29 <br />14.41 <br />10.94 <br />14.71 <br />14.02 <br />9.18 <br />Movement LOS <br />A <br />A <br />A A <br />A <br />A B <br />B <br />B <br />B <br />B <br />A <br />95th -Percentile Queue Length [veh] <br />0.60 <br />FO.60 <br />0.60 1.29 <br />1.29 <br />1.29 0.17 <br />0.17 <br />0.17 <br />0.02 <br />0.02 <br />0.02 <br />95th -Percentile Queue Length [ft] <br />14.90 <br />1 14.90 <br />14.90 32.26 <br />32.26 <br />32.26 4.14 <br />1 4.14 <br />1 4.14 <br />0.49 <br />0.49 <br />0.49 <br />d_A, Approach Delay [s/veh] <br />0.30 <br />0.15 <br />11.04 <br />12.86 <br />Approach LOS <br />A <br />A <br />B <br />B <br />d_I, Intersection Delay [s/veh] <br />0.81 <br />Intersection LOS <br />B <br />Line Avenue Operations <br />Scenario 1: 1: AM Existing <br />Traffic Impact Study D 9 Line Avenue Operations <br />