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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 0.03 1 0.00 0.04 0.07 0.00 0.02 <br /> d_M,Delay for Movement[s/veh] 7.87 0.00 7.68 C 14.39 14.63 10.36 14.87 14.46 9.68 <br /> Movement LOS A A A A A A B B B B B A <br /> 95th-Percentile Queue Length[veh] 0.50 FO.50 0.50 1.01 1.01 1.01 0.25 0.25 0.25 0.31 0.31 0.31 <br /> 95th-Percentile Queue Length[ft] 12.52 1 12.52 1 12.52 25.34 25.34 25.34 6.18 6.18 6.18 7.67 7.67 7.67 <br /> d_A,Approach Delay[s/veh] 0.26 1.21 11.61 12.70 <br /> Approach LOS A A B B <br /> d_I,Intersection Delay[s/veh] 2.55 <br /> Intersection LOS B <br /> Scenario 6:6 2040 Build AM Peak <br /> Traffic Impact Study G42 Spack Consulting <br /> Pearson Farm Residential Development <br />