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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 Stop Free <br />Flared Lane No No <br />Storage Area [veh] <br />Two -Stage Gap Acceptance No No <br />Number of Storage Spaces in Median <br />Movement, Approach, & Intersection Results <br />V/C, Movement V/C Ratio <br />0.00 <br />0.00 <br />0.00 <br />J <br />0.00 <br />0.03 <br />1 0.02 <br />0.00 <br />0.00 <br />0.03 <br />j.00 <br />d_M, Delay for Movement [s/veh] <br />10.03 <br />10.98 <br />8.84 <br />-00 <br />G10.91 <br />10.06 <br />8.96 <br />7.52 <br />7.52 <br />13.00 <br />Movement LOS <br />B <br />B <br />A <br />A <br />A <br />A B <br />F B <br />A <br />A <br />A <br />A <br />95th -Percentile Queue Length [veh] <br />0.01 <br />0.01 <br />0.01 <br />0.00 <br />0.00 <br />0.00 0.15 <br />0.15 <br />0.15 <br />0.47 <br />0.47 <br />0.47 <br />95th -Percentile Queue Length [ft] <br />0.26 <br />1 0.26 <br />0.26 <br />0.00 <br />0.00 <br />0.00 3.84 <br />3.84 1 <br />3.84 <br />11.73 <br />11.73 <br />11.73 <br />d_A, Approach Delay [s/veh] <br />9.23 <br />0.00 <br />10.60 <br />1.84 <br />Approach LOS <br />A <br />A <br />B <br />A <br />d_I, Intersection Delay [s/veh] <br />2.16 <br />Intersection LOS <br />B <br />Line Avenue Operations <br />Scenario 9: 9: AM Existing - Mitigation <br />Traffic Impact Study D139 Line Avenue Operations <br />