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Based on the Saturday peak operations analysis the intersection of County Road B-2 and the Northeast mall entrance (Snelling Southbound ramps) would require mitigation for the opening year 2006 of the proposed development. Adding an Eastbound left-turn lane to the existing turn lane would provide for LOS D or better operations under the Saturday 2006 Build scenario. The additional eastbound left turn lane also appears to provide LOS D or better for 2025 baseline and Build Saturday peak scenarios. Table 12 Operational Analysis - Using Optimized Cycle Length: Intersection 6 County Road B-2 and Northbound Snellin~ Ramps Analysis Year Scenario Time Period LOS Average Delay* Max v/c** and LOS 2004 Existing Weekday PM A 5.8 0.69-B 2006 Baseline Weekday PM A 7.1 0.73-B 2006 Build Weekday PM A 6.7 0.76- B 2025 Baseline Weekday PM A 7.3 0.78-B 2025 Build Weekday PM A 9.5 0.79-B 2004 Existing Saturday Peak A 9.8 0.78-B 2006 Baseline Saturday Peak A 9.7 0.77-B 2006 Build Saturday Peak B 10.6 0.77-B 2025 Baseline Saturday Peak B 13.0 0.84-B 2025 Build Saturday Peak B 16.1 0.92-C € *Intersection Average Control Delay in seconds per vehicle **Maximum vlc ratio and corresponding LOS or LOS less than D and maximum vlc ratio on any approach and/or movement. Under all scenarios the intersection of County Road B-2 and the Northbound Snelling ramps experience an intersection LOS B or better. The vehicle movement with the maximum vlc ratio, experience a LOS C or better for all scenarios. No mitigation measure would be required in response to the proposed development at this intersection. Table 13 Operational Analysis - Using Optimized Cycle Length: Intersection 7 County Road B-2 and Rosedale Commons Analysis Year Scenario Time Period LOS Average Delay* Max v/c** and LOS 2004 Existing Weekday PM A 4.6 0.64- D 2006 Baseline Weekday PM A 5.6 0.64-D 2006 Build Weekday PM A 5.9 0.65-D 2025 Baseline Weekday PM A 5.0 o .64-C 2025 Build Weekday PM A 5.6 0.68-D 2004 Existing Saturday Peak A 7.9 0.77-C 2006 Baseline Saturday Peak A 6.7 0.77-C 2006 Build Saturday Peak A 6.7 0.79-D 2025 Baseline Saturday Peak A 6.3 0.79-D 2025 Build Saturday Peak A 7.8 0.81-D *Intersection Average Control Delay in seconds per vehicle **Maximum vlc ratio and corresponding LOS or LOS less than D and maximum vie ratio on any approach and/or movement. PARSDNS Page 26 of 32 Rosedale Mall Expansion Traffic Impact Study Roseville, MN