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Table 6 <br /> Existing~ 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersections <br /> <br /> Gibraltar at Chabot <br /> <br /> Existin,q Development (2003) & Existinq Roadway Network (LOS & Seconds of Delay) <br /> <br /> Hour Control Intersection Eastbound Westbound Northbound Southbound <br /> AM Peak Signal C 22 B 16 C 25 B 20 C 26 <br /> PM Peak Hour Signal B 15 C 27 B 19 B 12 B :[4 <br /> Mitioation Measures <br /> Approved Development (2010) & Approved Roadway Network <br /> <br /> Hour Control Intersection [ Eastbound Westbound Northbound Southbound <br /> AM Peak Signal B 12 B 12 B 12 B 11 B 13 <br /> None currently approved PM Peak Hour Signal C 23] C 23 C 21 C 25 C 22 <br /> <br /> ADeroved Develonment (2010) & ADuroved Network + 2025 Reuional Traffic <br /> <br /> Hour Control Intemection Eastbound Westbound Northbound Southbound <br /> AM Peak Signal C 27 C 31 C 25 C 23 C 23 <br /> PM Peak Hour Signal A 6 C 23 C 22 C 23 C 20 <br /> <br />Proposed Mitigation: Remove APProved Develoement ¢2010) with Additional ProPosed Mitinations + 2025 Reoional Traffic <br />signalall left tUrnphasingarrows and unsplit north/south AM Peak Hour ControIsignal IntersectionA 6 EastboundA 6 WestboundA 6 NorthboUndA 6 SouthboUndA 7 <br /> PM Peak Hour Signal A 6 A 6 A 6 A 6 A 6 <br /> <br /> 16 <br /> <br /> <br />