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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 0.33 0.00 0.00 0.00 0.00 u.00 0.00 <br /> d_M,Delay for Movement[s/veh] 9.06 10.11 8.32 11.02 11.50 10.71 7.60 7.22 :1.00 0.00 <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 0.00 <br /> 95th-Percentile Queue Length[ft] 0.00 1 0.00 1 0.00 35.91 35.91 35.91 0.00 0.00 0.00 0.00 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 />