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Appendix G: Capacity Analysis Backup <br /> Generated withlog <br /> Q■� <br /> Version 5.00-00 C©NSUtTWO <br /> Intersection Settings <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 0.00 0.00 0.04 0.00 0.06 1 0.00 0.06 0.08 0.00 0.02 <br /> d_M,Delay for Movement[s/veh] 7.88 0.00 7.74 C 15.10 15.28 10.76 15.49 14.81 9.94 <br /> Movement LOS A A A A A A C C B C B A <br /> 95th-Percentile Queue Length[veh] 0.61 0.61 0.61 1.05 1.05 1.05 0.40 0.40 0.40 0.33 0.33 0.33 <br /> 95th-Percentile Queue Length[ft] 15.33 1 15.33 1 15.33 26.20 26.20 26.20 10.12 10.12 10.12 8.13 8.13 8.13 <br /> d_A,Approach Delay[s/veh] 0.22 1.09 12.41 13.18 <br /> Approach LOS A A B B <br /> d_I,Intersection Delay[s/veh] 2.76 <br /> Intersection LOS C <br /> Scenario 6:6 2040 Build AM Peak <br /> Traffic Impact Study G44 Spack Consulting <br /> Pearson Farm Residential Development <br />