Laserfiche WebLink
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 />0.02 <br />1 0.00 <br />0.05 <br />0.10 <br />0.00 <br />0.02 <br />d_M, Delay for Movement [s/veh] <br />7.90 <br />0.00 <br />8.33 <br />G <br />19.50 <br />18.52 <br />10.05 <br />21.43 <br />19.71 <br />12.77 <br />Movement LOS <br />A <br />A <br />A A <br />A <br />A C <br />C <br />B <br />C <br />C <br />B <br />95th -Percentile Queue Length [veh] <br />2.06 <br />F2.06 <br />2.06 0.94 <br />0.94 <br />0.94 0.22 <br />0.22 <br />0.22 <br />0.43 <br />0.43 <br />0.43 <br />95th -Percentile Queue Length [ft] <br />51.52 <br />1 51.52 <br />51.52 23.54 <br />23.54 <br />23.54 5.60 <br />5.60 <br />1 5.60 <br />10.69 <br />10.69 <br />10.69 <br />d_A, Approach Delay [s/veh] <br />0.88 <br />0.03 <br />11.13 <br />18.32 <br />Approach LOS <br />A <br />A <br />B <br />C <br />d_I, Intersection Delay [s/veh] <br />1.92 <br />Intersection LOS <br />C <br />Line Avenue Operations <br />Scenario 2: 2: PM Existing <br />Traffic Impact Study D26 Line Avenue Operations <br />