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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 (N} <br /> <br /> Existing Development (2003) & Existinq Roadway Network (LOS & Seconds of Delay) <br /> <br /> Peak Hour Control Intersection I Eastbound Westbound Northbound Southbound <br /> AH Signal B 12 C 32 C 24 B 18 A 9 <br /> PM Peak Hour Signal C 24I C 32 B 13 C 24 C 21 <br /> <br /> Miti i n Mea r <br /> Approved Development (2010) & Approved Roadway Network <br /> <br /> Hour Control Intersection Eastbound Westbound Northbound Southbound <br /> AM Peak Signal B 13 C 33 C 21 B 20 A 10 <br /> None currently approved PM Peak Hour Signal C 22 C 30 B 13 C 23 B 17 <br /> <br /> Approved Development (2010) & Approved Network + 2025 Reeional Traffic <br /> <br /> Hour Control Intersection I Eastbound Westbound Northbound Southbound <br /> AM Peak Signal B 20 ~_,_~C~ 28 B 19 C 24 B 18 <br /> PM Peak Hour Signal 38 ~ 66 B 18 ~O ~i 39 C 24 <br /> <br /> Approved Development (2010) with Additional Proposed Mitiqations + 2025 Reqional Traffic <br />Proposed Mitigation: Unsplit Hour Control intersection .Eastbound Westbound Northbound Southbound <br />eastJwest traffic signal phasing AM Peak Signal B 16 B 13 B 16 B 19 B 15 <br /> <br /> PM Peak Hour Signal C 21 C 24 B 11 C 24 B 17 <br /> <br /> 48 <br /> <br /> <br />