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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 Crestline Road <br /> <br /> Existinq Development (2003) & Existinq Roadway Network (LOS & Seconds of Delay) <br /> <br /> Hour Control Intersection I Eastbound Westbound Northbound Southbound <br /> AM Peak 4-Way 33 [~ ~'~ 45 ~?i ~!: 26 29 <br /> PM Peak Hour 4-Way 34 ~ 47 C 22 B 12 B 12 <br /> Mitioation Measures <br /> Approved Development (2010) & Approved Roadway Network <br /> <br /> Hour Control Intersection I Eastbound Westbound Northbound Southbound <br /> AM Peak 4-Way ~ 27 ~ 16 37 C 16 C 17 <br /> None <br /> currently <br /> approved <br /> PM Peak Hour 4-Way ~,~..,.~,~ 58 ~ 88 C 22 B 14 B 12 <br /> <br />Proposed Mitigation: APProved Development (2010)with Proposed Mitiqations <br />Construct traffic signal I Control Intersection Eastbound Westbound Northbound Southbound <br /> AM Peak Hour Signal A 9 A 7 A 10 A 8 B 12 <br /> PM Peak HourI Signal A 9 A 8 A 9 B 15 A 8 <br /> <br />Proposed Mitigation: Aooroved Develooment (2010) with Proposed Mitiqations + 2025 Reqional Traffic <br /> <br />Same as Proposed Above I Control Intersection I Eastbound Westbound Northbound Southbound <br /> AM Peak Hour Signal B 11I A 8 B 12 A 10 B 15 <br /> PM Peak HourI Signal A 9 A 6 A 9 B 18 B 13 <br /> <br /> 46 <br /> <br /> <br />