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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 Stop Free Free <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 />0.00 <br />0.01 <br />0.00 <br />0.47 <br />0.01 <br />0.01 <br />0.07 <br />0.00 <br />u.00 <br />0.00 <br />d_M, Delay for Movement [s/veh] <br />14.26 <br />15.56 <br />9.59 <br />22.15 <br />22.29 <br />16.99 <br />7.92 <br />7.73 <br />:1.00 <br />0.00 <br />Movement LOS <br />B <br />C <br />A <br />C <br />C <br />C <br />A <br />A <br />A A <br />A <br />A <br />95th -Percentile Queue Length [veh] <br />0.03 <br />FO.03 <br />0.03 <br />2.52 <br />2.52 <br />2.52 <br />1.01 <br />1.01 <br />1.01 0.65 <br />0.65 <br />0.65 <br />95th -Percentile Queue Length [ft] <br />0.82 <br />1 0.82 1 <br />0.82 <br />63.06 <br />63.06 <br />63.06 <br />25.18 <br />1 25.18 <br />1 25.18 16.22 <br />16.22 <br />16.22 <br />d_A, Approach Delay [s/veh] <br />12.91 <br />22.02 <br />2.29 <br />0.10 <br />Approach LOS <br />B <br />C <br />A <br />A <br />d_I, Intersection Delay [s/veh] <br />6.61 <br />Intersection LOS <br />C <br />Line Avenue Operations <br />Scenario 6: 6: PM - Alt C <br />Traffic Impact Study D122 Line Avenue Operations <br />