Laserfiche WebLink
<br />The results of the operational analysis are shown in Tables 7 to 13. The City of Roseville has <br />indicated LOS D is to be considered the minimum expectable level of service for any <br />intersection, approach and/or individual movement. <br /> <br />Table 7 <br />Operational Analysis - Using Optimized Cycle Length: Intersection 1 <br />Fairview A venue and West Mall Entrance <br />Analysis Year Scenario Time Period LOS Average Delay* Max v/c** <br /> and LOS <br />2004 Existing Weekday PM B 12.1 0.61-C <br />2006 Baseline Weekday PM B 12.7 0.61-C <br />2006 Build Weekday PM B 13.8 0.70-C <br />2025 Baseline Weekday PM B 15.6 0.72-C <br />2025 Build Weekday PM B 14.5 0.73-D <br />2004 Existing Saturday Peak B 14.7 0.79-C <br />2006 Baseline Saturday Peak B 15.0 0.79-C <br />2006 Build Saturday Peak B 17.5 0.88-D <br />2025 Baseline Saturday Peak B 17.4 0.83-D <br />2025 Build Saturday Peak B 19.9 0.90- D <br /> <br />*Intersection Average Control Delay in seconds per vehicle <br />**Maximum vlc ratio and corresponding LOS or LOS less than D and maximum vlc ratio on any approach and/or <br />movement. <br /> <br />Under all scenarios the intersection of Fairview Avenue and the West mall entrance experience <br />LOS B or better. The vehicle movement with the maximum v/c ratio, experiences a LOS D or <br />better for all scenarios. No mitigation measure would be required in response to the proposed <br />development at this intersection. <br /> <br />Table 8 <br />Operational Analysis - Using Optimized Cycle Length: Intersection 2 <br />Fairview A venue and County Road B-2 <br />Analysis Year Scenario Time Period LOS Average Delay* Max v/c** <br /> and LOS <br />2004 Existing Weekday PM B 19.8 0.80-B <br />2006 Baseline Weekday PM C 20.8 0.81-C <br />2006 Build Weekday PM C 23.6 0.91-D <br />2025 Baseline Weekday PM D 45.6 1.08-F <br />2025 Build Weekday PM E 55.9 1.14- F <br />2004 Existing Saturday Peak B 18.3 0.83-C <br />2006 Baseline Saturday Peak B 18.5 0.87-C <br />2006 Build Saturday Peak C 24.1 0.91-C <br />2025 Baseline Saturday Peak C 31.3 0.97 - D <br />2025 Build Saturday Peak D 43.8 1.15-F <br /> <br />*Intersection Average Control Delay in seconds per vehicle <br />**Maximum vlc ratio and corresponding LOS or LOS less than D and maximum vlc ratio on any approach and/or <br />movement. <br /> <br />PARSDNS <br /> <br />Page 23 of 32 <br /> <br />Rosedale Mall Expansion Traffic Impact Study <br />Roseville, MN <br />