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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 Stop Stop Free Free <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 0.00 0.00 0.00 0.46 0.00 0.00 0.01 0.00 u.00 0.00 <br /> d_M,Delay for Movement[s/veh] 9.62 10.74 8.45 13.54 13.99 12.82 7.69 7.28 :1.00 0.00 <br /> Movement LOS A B A B B B A A A A A A <br /> 95th-Percentile Queue Length[veh] 0.00 0.00 0.00 2.51 2.51 2.51 0.10 0.10 0.10 0.00 0.00 0.00 <br /> 95th-Percentile Queue Length[ft] 0.00 1 0.00 1 0.00 62.73 62.73 62.73 2.41 2.41 2.41 0.00 0.00 0.00 <br /> d_A,Approach Delay[s/veh] 9.61 13.53 2.02 0.00 <br /> Approach LOS A B A A <br /> d_I,Intersection Delay[s/veh] 8.01 <br /> Intersection LOS B <br /> Scenario 6:6 2040 Build AM Peak <br /> Traffic Impact Study G38 Spack Consulting <br /> Pearson Farm Residential Development <br />