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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 />0.00 <br />0.00 <br />0.00 <br />1 0.00 <br />0.04 <br />0.00 <br />0.00 <br />0.00 <br />d_M, Delay for Movement [s/veh] <br />7.47 <br />0.00 <br />7.66 <br />G <br />11.03 <br />11.51 <br />8.97 <br />11.28 <br />11.26 <br />9.29 <br />Movement LOS <br />A <br />A A <br />A <br />A <br />A B <br />B <br />A <br />B <br />B <br />A <br />95th -Percentile Queue Length [veh] <br />0.54 <br />FO.54 0.54 <br />0.27 <br />0.27 <br />0.27 0.11 <br />0.11 <br />0.11 <br />0.01 <br />0.01 <br />0.01 <br />95th -Percentile Queue Length [ft] <br />13.49 <br />1 13.49 13.49 <br />6.83 <br />6.83 <br />6.83 2.73 <br />1 2.73 <br />1 2.73 <br />0.35 <br />0.35 <br />0.35 <br />d_A, Approach Delay [s/veh] <br />0.43 <br />0.07 <br />8.97 <br />10.62 <br />Approach LOS <br />A <br />A <br />A <br />B <br />d_I, Intersection Delay [s/veh] <br />1.16 <br />Intersection LOS <br />B <br />Line Avenue Operations <br />Scenario 5: 5: AM - Alt A <br />Traffic Impact Study D43 Line Avenue Operations <br />