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 i <br />Movement, Approach, & Intersection Results <br />V/C, Movement V/C Ratio <br />0.07 <br />0.00 <br />0.00 <br />0.00 <br />0.22 <br />1 0.01 <br />0.15 <br />0.07 <br />0.01 <br />0.00 <br />d_M, Delay for Movement [s/veh] <br />8.82 <br />0.00 <br />7.49 <br />G <br />21.67 <br />21.33 <br />16.17 <br />20.68 <br />18.76 <br />10.12 <br />Movement LOS <br />A <br />A <br />A A <br />A <br />A C <br />C <br />C <br />C <br />C <br />B <br />95th -Percentile Queue Length [veh] <br />0.21 <br />0.00 <br />0.00 1.45 <br />1.45 <br />0.00 1.72 <br />1.72 <br />1.72 <br />0.26 <br />0.26 <br />0.26 <br />95th -Percentile Queue Length [ft] <br />5.33 <br />1 0.00 <br />0.00 36.16 <br />36.16 <br />0.00 43.06 <br />1 43.06 <br />1 43.06 <br />6.47 <br />6.47 <br />6.47 <br />d_A, Approach Delay [s/veh] <br />2.96 <br />0.01 <br />18.59 <br />19.90 <br />Approach LOS <br />A <br />A <br />C <br />C <br />d_I, Intersection Delay [s/veh] <br />4.23 <br />Intersection LOS <br />C <br />Line Avenue Operations <br />Scenario 4: 4: AM - Alt B <br />Traffic Impact Study D75 Line Avenue Operations <br />