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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] 0.64 <br />1 0.64 <br />1 0.48 <br />0.25 0.17 <br />0.70 <br />0.68 0.59 <br />1.81 <br />1.79 <br />0.13 <br />1.67 <br />2.21 <br />95th -Percentile Queue Length [ft] 16.04 <br />16.04 <br />12.01 <br />6.19 4.31 <br />17.57 <br />16.88 14.67 <br />45.16 <br />44.75 <br />3.34 <br />41.85 <br />55.21 <br />Approach Delay [s/veh] 11.25 <br />10.91 <br />12.77 <br />12.45 <br />Approach LOS B <br />B <br />B <br />B <br />Intersection Delay [s/veh] <br />12.11 <br />Intersection LOS <br />B <br />Line Avenue Operations <br />Scenario 1: 1: AM Existing <br />Traffic Impact Study D 15 Line Avenue Operations <br />