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Table 6 Existing~ 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersections Bernal Avenue at Valley Avenue Existing Development (2003) & Existinq Roadway Network (LOS & Seconds of Delay) Control Intersection Eastbound Westbound Northbound Southbound AM Peak Hour Signal B 17 B 14 B 19 C 31 B 16 PM Peak Hour Signal C 30 40 B 14 C 30 B 20 Mitioation Measures Approved Development (2010) & Approved Roadway Net~vork Control Intersection Eastbound Westbound Northbound Southbound AM Peak Hour Signal 44 C 31 46 58 50 None currently approved PM Peak Hour Signa~ ! 86 ! 128 ~ii:~i~ i~ 39 ::?~!~: 48 C 33 Proposed Mitigation 1: Widen Valley Avenue along the fairgrounds to accept third eastbound left turn lane traffic Approved Development (2010) with Proposed Mitioations from Bernal Avenue. Control Intersection Eastbound Westbound Northbound Southbound lC 49 No studies find cut-through using left turn AM Peak Hour Signal 41 25 41 63 movement PM Peak Hour Signal 57! 81 C~ 23 43 C 30 Proposed Mitigation 2: Widen Approved DeveloPment ~2010) with Proposed Mitieations southbound Valley Avenue to provide Control Intersection Eastbound Westbound Northbound Southbound second right turn only lane (LOS AM Peak Hour Signal C 33 21 C 32 52 i: ~iD :: 40 also assumes Mitigation #1) PM Peak Hour Signal 51 66 C 23 59 C 34 Approved Development (2010) with Proposed Mitioations Control Intersection Eastbound Westbound Northbound Southbound AM Peak Hour Signal C 33 C 22 C 32 ! ~i~i~ :: 52 39 PM Peak Hour Signal C 28 C 26 C 24 44 C 27 Proposed Mitigation: Approved Development (20t0) with Proposed Mitioations + 2025 Regional Traffic 2 eastbound through, 2 southbound right Control Intersection Eastbound Westbound Northbound Southbound lanes AM Peak Hour Signal ~:~!::~ii 41 C 28 i:D] 36 54 ::D 54 PM Peak Hour Signal C 31 C 29 C 24 59 C 29 6