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Appendix D - Capacity Analysis Backup <br />Generated with S na c k <br />Version 4.00-02 <br />Intersection Settings <br />Lanes <br />Movement, Approach, & Intersection Results <br />95th -Percentile Queue Length [veh] 0.61 <br />1 0.61 <br />1 1.03 <br />1 0.95 0.11 <br />1 0.26 <br />1 0.24 0.53 <br />1 1.45 <br />1 1.41 0.52 <br />1 2.33 <br />1 2.20 <br />95th -Percentile Queue Length [ft] 15.19 <br />15.19 <br />25.78 <br />23.79 2.79 <br />1 6.44 <br />1 6.06 13.25 <br />1 36.25 <br />1 35.24 12.88 <br />1 58.25 <br />1 54.90 <br />Approach Delay [s/veh] 11.64 <br />9.16 <br />11.85 <br />13.14 <br />Approach LOS B <br />A <br />B <br />B <br />Intersection Delay [s/veh] <br />12.09 <br />Intersection LOS <br />B <br />Line Avenue Operations <br />Scenario 2: 2: PM Existing <br />Traffic Impact Study D32 Line Avenue Operations <br />