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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 Stop Stop Free Free <br />Flared Lane No 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 />0.00 <br />0.00 <br />0.00 <br />0.14 <br />0.00 <br />0.00 <br />0.02 <br />0.00 <br />u.00 <br />0.00 <br />d_M, Delay for Movement [s/veh] <br />9.68 <br />10.66 <br />8.39 <br />10.45 <br />10.90 <br />9.67 <br />7.68 <br />7.25 <br />:1.00 <br />0.00 <br />Movement LOS <br />A <br />B <br />A <br />B <br />B <br />A <br />A <br />A <br />A A <br />A <br />A <br />95th -Percentile Queue Length [veh] <br />0.01 <br />0.01 <br />0.01 <br />0.49 <br />0.49 <br />0.49 <br />0.07 <br />0.07 <br />0.07 0.00 <br />0.00 <br />0.00 <br />95th -Percentile Queue Length [ft] <br />0.24 <br />1 0.24 1 <br />0.24 <br />12.31 <br />12.31 <br />12.31 <br />1.86 <br />1 1.86 <br />1 1.86 0.00 <br />0.00 <br />0.00 <br />d_A, Approach Delay [s/veh] <br />8.82 <br />10.45 <br />4.88 <br />0.00 <br />Approach LOS <br />A <br />B <br />A <br />A <br />d_I, Intersection Delay [s/veh] <br />3.85 <br />Intersection LOS <br />B <br />Line Avenue Operations <br />Scenario 1: 1: AM Existing <br />Traffic Impact Study D 3 Line Avenue Operations <br />