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Appendix G: Capacity Analysis Backup <br />Generated with hujimma <br />Version 5.00-00 <br />Intersection Settings <br />CONSULTING <br />Priority Scheme Stop Stop Free Free <br />Flared Lane No No <br />Storage Area [veh] 0 <br />Two -Stage Gap Acceptance No No <br />Number of Storage Spaces in Median 0 <br />Movement, Approach, & Intersection Results <br />V/C, Movement V/C Ratio 0.00 0.00 0.00 0.33 0.00 0.00 0.00 0.00 0.00 0.i <br />d_M, Delay for Movement [s/veh] 9.06 10.11 8.32 11.02 11.50 10.71 7.60 7.22 0.00 0.t <br />Movement LOS A B A B B B A A A A A <br />95th-Percentile Queue Length [veh] 0.00 0.00 0.00 1.44 1.44 1.44 0.00 0.00 0.00 0.00 0.0 0.00 <br />95th-Percentile Queue Length [ft] 0.00 0.00 0.00 35.91 35.91 35.91 0.00 0.00 0.00 0.00 0.0' 0.00 <br />d_A, Approach Delay [s/veh] 9.16 11.02 2.53 0.00 <br />Approach LOS A B A A <br />d_I, Intersection Delay [s/veh] 6.66 <br />Intersection LOS B <br />Scenario 4: 4 2040 No -Build AM Peak <br />Traffic Impact Study G22 Spack Consulting <br />Pearson Farm Residential Development <br />