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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 1-680 Northbound Ramps <br /> <br /> Existinq Development (2003) & Existin,q Roadway Network (LOS & Seconds of Delay) <br /> <br /> Peak Hour Centre! Intersection Eastbound Westbound Northbound Southbound <br /> AM 1-WAY A 3 A 5 A 0 ~ 51 <br /> PM Peak Hour 1-WAY A 5 A 3 A 0~i~:: ~; 34 <br /> Mitieation Measures <br /> <br /> Approved Development (2010) & Approved Roadway Network <br /> <br /> Peak Hour Control Intersection Eastbound Westbound Northbound Southbound <br /> <br /> None currently approved AM 1-WAY ~ 52 A 8 A 0 ~ 310 <br /> PM Peak Hour 1-WAY 118 A 7 A 0 332 <br /> <br />No changes recommended as this is a Aooroved Develooment (2010} with Prooosed Mitioations <br /> <br />constrained City gateway Control Intersection Eastbound Westbound Northbound Southbound <br /> AMPeakHour 1-WAY ~ 52 A 8 A 0 ~ 310 <br /> PM Peak Hour 1-WAY 118 A 7 A 0 33:2 <br /> <br />Proposed Mitigation: <br />Construcfing the Master Plan Signal would Aooroved Development (2010) with Additional Proposed Mitiqations + 2025 Reqional Traffic <br />Cut-throughsignificantly traffic reduCecan resident be primarily delay. AM Peak Hour SIGNAL Control Intersection A $ Eastbound B 11 Westbound A 9 Northbound A 4 Southbound <br /> <br />controlled at Sunol at Bernal. PM Peak Hour SIGNAL A 8 A 10 A 9 A 4 <br /> <br /> 43 <br /> <br /> <br />