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 0.04 1 0.00 0.03 0.19 0.00 0.07 <br /> d_M,Delay for Movement[s/veh] 7.66 0.00 8.00 C 15.48 14.71 9.70 17.00 16.77 12.61 <br /> Movement LOS A A A A A A C B A C C B <br /> 95th-Percentile Queue Length[veh] 1.04 F1.04 1.04 0.66 0.66 0.66 0.24 0.24 0.24 1.03 1.03 1.03 <br /> 95th-Percentile Queue Length[ft] 25.94 1 25.94 1 25.94 16.42 16.42 16.42 5.92 5.92 5.92 25.78 25.78 25.78 <br /> d_A,Approach Delay[s/veh] 0.47 0.90 11.96 15.19 <br /> Approach LOS A A B C <br /> d_I,Intersection Delay[s/veh] 3.70 <br /> Intersection LOS C <br /> Scenario 7:7 2040 Build PM Peak <br /> Traffic Impact Study G59 Spack Consulting <br /> Pearson Farm Residential Development <br />