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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 />0.09 <br />0.00 <br />0.00 <br />0.00 <br />0.25 <br />1 0.00 <br />0.20 <br />0.08 <br />0.01 <br />0.00 <br />d_M, Delay for Movement [s/veh] <br />8.93 <br />0.00 <br />7.48 <br />C <br />24.38 <br />24.02 <br />18.00 <br />23.07 <br />20.19 <br />10.43 <br />Movement LOS <br />A <br />A <br />A A <br />A <br />A C <br />C <br />C <br />C <br />C <br />B <br />95th -Percentile Queue Length [veh] <br />0.30 <br />FO.00 <br />0.00 1.38 <br />1.38 <br />0.00 2.35 <br />2.35 <br />2.35 <br />0.30 <br />0.30 <br />0.30 <br />95th -Percentile Queue Length [ft] <br />7.43 <br />1 0.00 <br />0.00 34.58 <br />34.58 <br />0.00 58.77 <br />1 58.77 <br />1 58.77 <br />7.38 <br />7.38 <br />7.38 <br />d_A, Approach Delay [s/veh] <br />3.73 <br />0.01 <br />20.45 <br />22.05 <br />Approach LOS <br />A <br />A <br />C <br />C <br />d_I, Intersection Delay [s/veh] <br />5.31 <br />Intersection LOS <br />C <br />Line Avenue Operations <br />Scenario 3: 3: AM - Alt C <br />Traffic Impact Study D109 Line Avenue Operations <br />