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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 the I-fiSO Southbound Off-ramp <br /> <br /> Existinq Development (2003) & Ex st nq Roadway Network (LOS & Seconds of Delay) <br /> <br /> Peak Hour Control Intersection Eastbound Westbound Northbound Southbound <br /> AM 1-WAY ~ 434 A 0 C 20 ~ 715 <br /> PM Peak Hour 1-WAY :ii::~i~ 53 A 0 A $~ 462 <br /> Mitioation Measures <br /> Approved Development (2010) & Approved Roadway Network <br />Proposed Mitigation 1: Control Intersectioq Eastbound Westbound Northbound Southbound <br />Construct New Traffic Signal AM Peak Hour SIGNAL 65 109 C 28 37 <br /> PM Peak Hour SZGNAL ::iliaDS: 50 B 17 39 67 <br /> <br />Proposed Mitigation 2: <br />~.onvert the #1 westbound through lane intoPeak Hour Approved Development (2010) with Proposed Mitioations <br />a second left turn lane. Widen the Control Intersection Eastbound Westbound Northbound Southbound <br />southbound on-ramp to accept 2 lanes. AM SIGNAL C 25 C 21 B 12 39 <br />[LOS also assumes Mitigation #1) PM Peak Hour SIGNAL 40 B 16 B 15 64 <br /> <br />Proposed Mitigation: Approved Development (2010) with Proposed Mitiqations + 2025 Reoional Traffic <br /> Control Intersection Eastbound Westbound Northbound Southbound <br />Same as Proposed Above AM Peak Hour SIGNAL B 18 S 11 S 14 C 24 <br /> PM Peak Hour SIGNAL B 15 B 12 B 12 B 19 <br /> <br /> <br />