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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 Blackbird Drive <br /> <br /> Existinq Development (20031 & Existinq Roadway Network (LOS & Seconds of Delay1 <br /> <br /> Peak Hour Control Intersection I Eastbound Westbound Northbound Southbound <br /> AM 4-Way C 18 B 14 C 22 B 12 B 11 <br /> PM Peak Hour 4-Way 27I~:::D 35 C 18 B 11 B 11 <br /> Mitioation Measures <br /> <br /> Approved Development {2010) & Approved Roadway Network <br /> <br /> Peak Hour Control Interseotion I Eastbound Westbound Northbound Southbound <br /> AM 4-Way C 23 ~ 13 30 B 11 B 11 <br /> None currently approved PM Peak Hour 4-Way 38 ~ 52 C 21 B 11 B 10 <br /> <br />Proposed Mitigation: Approved Develoement (2010)with Prol~osed Mitioations <br /> <br />Construct traffic signal I Control Intersection Eastbound Westbound Northbound Southbound <br /> AM Peak Hour Signal A 6 A 5 A 6 B 10 A 9 <br /> PM Peak HourI Signal A 5 A 5 A 4 B 14 A 6 <br /> <br />Proposed Mitigation: Approved Development (2010) with Proposed M t Rat ons+ 2025 ReRional Traffic <br /> <br />Same as Proposed Above I Control Intersection Eastbound .Westbound Northbound Southbound <br /> AM Peak Hour Signal A 7 A 6 A 8 B 13 A 6 <br /> PM Peak HourI Signal A 7 A 7 A 8 B 14 A 6 <br /> <br /> 45 <br /> <br /> <br />