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Table 6 <br /> Existing~ 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersections <br /> <br /> Bernal Avenue at Main Street <br /> <br /> Existinq Development (2003) & Existin,q Roadway Network (LOS & Seconds of Delay) <br /> Control Intersection Eastbound Westbound Northbound Southbound <br /> AM Peak Hour 44 A 3 A 0 410 <br /> PM Peak Hour 44 A 1 A 0 463 <br /> Mitioation Measures <br />None currently approved Auoroved Development (2010) & Approved Roadway Network <br /> <br />Intersection is Exempt from LOS D Control Intersection Eastbound Westbound Northbound Southbound <br />Standard per Downtown Specific Plan AM Peak Hour i: i: !.! 2 048 A 5 A I ~ UNK <br /> PM Peak Hour I ~ :~i~i,~ 1096 A 2 A 0 <br /> <br />Proposed Mitigation:At4 Peak Hour Aueroved Develoement (20101 with Prooosed Mitigations <br />Construct Master Plan Traffic Signal Control Intersection Eastbound Westbound Northbound Southbound <br /> SZGNAL C 25 B 16 C 32 B 20 <br /> PM Peak Hour SIGNAL B 13 B 14 A 9 C 21 <br /> <br /> Hour Aooroved Develooment (2010) with Proposed Mitioations + 2025 Reuional Traffic <br />Proposed Mitigation: Control Intersection Eastbound Westbound Northbound Southbound <br />Same as Proposed Above AM Peak ST-GNAL A 10 A 8 A 9 B 15 <br /> PM Peak Hour SIGNAL B 10 A 10 A 9 B 15 <br /> <br /> 4 <br /> <br /> <br />