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Table 6 <br /> Existing, 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersections <br /> <br /> Sunol Boulevard at the Z-680 Southbound Ramps <br /> <br /> Existing Development (2003) &Existinq Roadway Network (LOS & Seconds of Delay) <br /> Control Intersection Eastbound Westbound Northbound Southbound <br /> AH Peak Hour <br /> PM Peak Hour <br /> Mitioation Heasures <br /> Aooroved Development (2010) & Approved Roadway Net~vork <br /> <br /> Peak Hour Control intersection Eastbound Westbound Northbound Southbound <br /> AM 1-WAY C 25 A i A 0 ~ 116 <br /> None <br /> currently <br /> approved <br /> PM Peak Hour 1-WAY A 8 A i A 0 ~ 39 <br /> <br /> ADoroved Develooment ~2010) & Aonroved Network + 2025 Reoionai Traffic <br />PM cut-through traffic does utilize this off- <br /> Peak Hour Control ~061ntersecti°n ~°und~--53 Westbound NorthboUndA 2 SouthboUndA 0 <br />ramp. AM 1-WAY <br /> PM Peak Hour 1-WAY ~ 3109 A 9 A 0 <br /> <br />Proposed Mitigation: <br />Constructing the Master Plan Signal would <br />significantly reduce resident delay and Approved Development {20'10) with Additional Proposed Mitigations + 2025 Regional Traffic <br />improve traffic safety. Peak Hour <br />Cut-through traffic can be primarily Control Intersection Eastbound Westbound Northbound Southbound <br /> <br />controlled at Sunol at Bernal. AM SIGNAL A 8 0 13 A 10 A 6 <br /> PM Peak Hour SIGNAL S 13 C 24 B 16 A 6 <br /> <br /> 44 <br /> <br /> <br />