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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 gottinger Drive <br /> <br /> Existinq Development (2003) & Existing Roadway Network (LOS & Seconds of Delay) <br /> Control Intemecti__._on Eastbound Westbound Northbound Southbound <br /> AM Peak Hour ~- ~ l0 A 9 A 10 A 8 B 10 <br /> PM Peak Hour ~ ~:~?;~ i: 28 B 10 B ii ~ 37 B 11 <br /> Mitiq~tion Measures <br /> Approved Development (2010) & Approved Roadway Network <br /> Control Intersection Eastbound Westbound Northbound Southbound <br /> AM Peak Hour B 13 A 10 B 11 A 9 C 15 <br /> None currently approved PM Peak Hour 87 C 15 B 11 ~ 130 B <br /> <br />Proposed Mitigation:Hour APProved Develonment {20101 with Proposed Mitieations <br /> <br />Construct Master Plan Traffic Signal Control Intersection Eastbound Westbound Northbound Southbound <br /> AM Peak SZGNAL A 6 A $ A 8 A 5 A 7 <br /> PM Peak Hour SZGNAL A 9 B 12 A 9 A 9 A 7 <br /> <br />Proposed Mitigation:Hour Approved Development (2010~ with Proposed Mitioations + 2025 Reuional Traffic <br /> <br />Same as Proposed Above Control Intemection Eastbound Westbound Northbound Southbound <br /> AM Peak SZGNAL A 6 A 5 A 7 A 5 A 6 <br /> PM Peak Hour $ZGNAL A 7 A 9 A 9 A 7 A 6 <br /> <br /> <br />