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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 Hanson <br /> <br /> Existinq Development (2003) & Exisfinq Roadway Network (LOS & Seconds of Delay) <br /> <br /> Hour Control Intersection Eastbound Westbound Northbound Southbound <br /> AM Peak 4-Way C 19 C 21 C 15 B 14 C 22 <br /> PM Peak Hour 4-Way B 13 B 11 B 11 B 14 B 11 <br /> Mil;iqation Measures <br /> Approved Development (2010) & Approved Roadway Network <br /> <br /> Hour Control Intersection Eastbound Westbound Northbound Southbound <br /> <br /> None currently approved AM Peak 4-Way i~ ~:!!': 27 C 18 B 14 C 16 37 <br /> PM Peak Hour 4-Way C 19 B 12 B 1! C 23 C 16 <br /> <br /> Approved Development (2010) & Approved Network + 2025 Reaional Traffic <br /> <br /> AM Peak Hour Control4_way ~lntersecti°n 74 Eastbound C 23 Westbound C 20 Northbound C 24 ~"--'--~- Southbound <br /> PM Peak Hour 4-Way ~ 44 B 14 B 13 ~ 630 31 <br /> <br />Proposed Mitigation: Approved Development (2010) with Additional Proposed Mitinations + 2025 Reqional Traffic <br /> <br />Construct Master Plan Traffic Signal AM Peak Hour SignalC°ntr°l IntersectionA 9 EastboundB 12 Westbounds 11 NorthboUndA 7 SouthboUndA 9 <br /> PM Peak Hour Signal A 7 A 8 A 8 A 7 A 6 <br /> <br /> 47 <br /> <br /> <br />