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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 Free Free <br />Flared Lane No <br />Storage Area [veh] <br />Two -Stage Gap Acceptance No <br />Number of Storage Spaces in Median <br />Movement, Approach, & Intersection Results <br />V/C, Movement V/C Ratio <br />0.04 <br />0.01 <br />0.02 <br />d_M, Delay for Movement [s/veh] <br />9.14 <br />8.54 <br />7.28 <br />Movement LOS <br />A <br />A <br />A A A A <br />95th -Percentile Queue Length [veh] <br />0.17 <br />0.17 <br />0.06 0.06 0.00 0.00 <br />95th -Percentile Queue Length [ft] <br />4.13 <br />4.13 <br />1.57 1.57 0.00 0.00 <br />d_A, Approach Delay [s/veh] <br />8.97 <br />7.28 0.00 <br />Approach LOS <br />A <br />A A <br />d_I, Intersection Delay [s/veh] <br />8.01 <br />Intersection LOS <br />A <br />Line Avenue Operations <br />Scenario 3: 3: AM - Alt C <br />Traffic Impact Study Dl l l Line Avenue Operations <br />