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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 />0.31 <br />0.00 <br />0.01 <br />0.05 <br />0.00 <br />u.00 <br />0.00 <br />d_M, Delay for Movement [s/veh] <br />11.04 <br />12.39 <br />8.53 <br />13.67 <br />14.07 <br />11.77 <br />7.93 <br />7.31 <br />:1.00 <br />0.00 <br />Movement LOS <br />B <br />B <br />A <br />B <br />B <br />B <br />A <br />A <br />A A <br />A <br />A <br />95th -Percentile Queue Length [veh] <br />0.02 <br />FO.02 <br />0.02 <br />1.35 <br />1.35 <br />1.35 <br />0.25 <br />0.25 <br />0.25 0.63 <br />0.63 <br />0.63 <br />95th -Percentile Queue Length [ft] <br />0.58 <br />1 0.58 <br />0.58 <br />33.71 <br />33.71 <br />33.71 <br />6.17 <br />6.17 <br />1 6.17 15.79 <br />15.79 <br />15.79 <br />d_A, Approach Delay [s/veh] <br />10.58 <br />13.62 <br />4.77 <br />0.08 <br />Approach LOS <br />B <br />B <br />A <br />A <br />d_I, Intersection Delay [s/veh] <br />5.56 <br />Intersection LOS <br />B <br />Line Avenue Operations <br />Scenario 2: 2: PM Existing <br />Traffic Impact Study D20 Line Avenue Operations <br />