Laserfiche WebLink
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 0.02 0.00 0.02 0.00 0.02 1 0.00 0.02 0.18 0.00 0.07 <br /> d_M,Delay for Movement[s/veh] 7.55 0.00 8.02 C 14.69 14.02 9.22 16.09 16.01 12.39 <br /> Movement LOS A A A A A A B B A C C B <br /> 95th-Percentile Queue Length[veh] 1.01 1.01 1.01 0.49 0.49 0.49 0.14 0.14 0.14 0.97 0.97 0.97 <br /> 95th-Percentile Queue Length[ft] 25.37 25.37 1 25.37 12.23 12.23 12.23 3.48 3.48 3.48 24.26 24.26 24.26 <br /> d_A,Approach Delay[s/veh] 0.45 1.17 10.98 14.57 <br /> Approach LOS A A B B <br /> d_I,Intersection Delay[s/veh] 3.61 <br /> Intersection LOS C <br /> Scenario 7:7 2040 Build PM Peak <br /> Traffic Impact Study G57 Spack Consulting <br /> Pearson Farm Residential Development <br />