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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 />0.12 <br />1 0.05 <br />0.00 <br />0.00 <br />0.03 <br />j.00 <br />d_M, Delay for Movement [s/veh] <br />11.06 <br />12.34 <br />9.28 <br />-00 <br />G <br />13.47 <br />11.67 <br />10.24 <br />7.70 <br />7.71 <br />0.00 <br />Movement LOS <br />B <br />B <br />A <br />A <br />A <br />A B <br />B <br />B <br />A <br />A <br />A <br />95th -Percentile Queue Length [veh] <br />0.02 <br />FO.02 <br />0.02 <br />0.00 <br />0.00 <br />0.00 0.62 <br />0.62 <br />0.62 <br />0.74 <br />0.74 <br />0.74 <br />95th -Percentile Queue Length [ft] <br />0.61 <br />1 0.61 <br />0.61 <br />0.00 <br />0.00 <br />0.00 15.59 <br />1 15.59 <br />1 15.59 <br />18.47 <br />18.47 <br />18.47 <br />d_A, Approach Delay [s/veh] <br />10.86 <br />0.00 <br />12.71 <br />1.33 <br />Approach LOS <br />B <br />A <br />B <br />A <br />d_I, Intersection Delay [s/veh] <br />2.93 <br />Intersection LOS <br />B <br />Line Avenue Operations <br />Scenario 10: 10: PM Existing - Mitigation <br />Traffic Impact Study D167 Line Avenue Operations <br />