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Table 6 <br /> Existing~ 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersections <br /> <br /> Valley Avenue at Koll Center (S) <br /> <br /> Existinq Development (2003) & Existin,q Roadway Network (LOS & Seconds of Delay) <br /> <br /> Hour Control Intersection Sound Westbound Northbound Southbound <br /> AM Peak 2-Way A 2 ~ 92 A 3 A 0 <br /> PHPeakHour 2-Way A 3I C 19 A A 0 A 0 <br /> Hitieation Heasures <br /> Approved Development (2010) & Approved Roadway Network <br /> <br /> AM Peak Hour Control Intersection ~oun._~d Westbound Northbound Southbound <br /> 2-Way A 4 ~ 25080 ~ 86 A 0 A 0 <br /> None currently approved PH Peak Hour 2-Way 37, , -- 605 A 0 A 0 <br /> <br />Proposed Mitigation: <br />Construct traffic signal, or limit traffic to <br />right turns only during peak commute Approved Development (2010) with Proposed Mitioations <br />periods. <br />Business Park and fairgrounds would I Control Intersection Eastbound Westbound Northbound Southbound <br /> AM Peak Hour Signal A 5 B 11 B 18 A 5 A 4 <br />probably oppose traffic restrictions. PM Peak Hour I Signal A 7 A 6 A 9 A 8 A 6 <br /> <br />Proposed Mitigation: Approved Development (2010) with Proposed Mitioations + 2025 Reeional Traffic <br /> <br /> ame as Proposed Above I Control Intersection Eastbound Westbound Northbound Southbound <br /> AM Peak Hour Signal A 7 B 18 C 30 B 11 A 4 <br /> PM Peak HourI Signal A $ B 11 B 11 A 7 A 5 <br /> <br /> 49 <br /> <br /> <br />