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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 u <br />Movement, Approach, & Intersection Results <br />V/C, Movement V/C Ratio <br />0.05 <br />u.00 <br />0.00 <br />0.00 <br />0.76 <br />1 0.03 <br />0.03 <br />0.00 <br />0.03 <br />0.00 <br />d_M, Delay for Movement [s/veh] <br />7.98 <br />0.00 <br />7.65 <br />G <br />35.80 <br />F35.94 <br />32.42 <br />13.76 <br />14.48 <br />9.59 <br />Movement LOS <br />A <br />A <br />A A <br />A <br />A E <br />E <br />D <br />B <br />B <br />A <br />95th -Percentile Queue Length [veh] <br />0.14 <br />FO.00 <br />0.00 0.00 <br />0.00 <br />0.00 7.79 <br />7.79 <br />7.79 <br />0.10 <br />0.10 <br />0.10 <br />95th -Percentile Queue Length [ft] <br />3.54 <br />1 0.00 <br />0.00 0.00 <br />0.00 <br />0.00 194.83 <br />194.83 <br />1 194.83 <br />2.53 <br />2.53 <br />2.53 <br />d_A, Approach Delay [s/veh] <br />1.72 <br />0.00 <br />35.61 <br />14.37 <br />Approach LOS <br />A <br />A <br />E <br />B <br />d_I, Intersection Delay [s/veh] <br />15.65 <br />Intersection LOS <br />E <br />Line Avenue Operations <br />Scenario 2: 2: PM Existing <br />Traffic Impact Study D24 Line Avenue Operations <br />