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Table 6 <br /> Existing. 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersections <br /> <br /> Johnson Drive at Providian <br /> <br /> Existinq Development (2003) & Existing Roadway Network (LOS & Seconds of Delay) <br /> <br /> Peak Hour Control Intersection I Eastbound Westbound Northbound Southbound <br /> AM Signal C 24 C 27 A 8 40 C 23 <br /> PM Peak Hour Signal B :L5J B 11 B 15 ~ 21 A 9 <br /> Mitioation Measures <br /> <br /> Approved Development (2010) & Approved Roadway Network <br /> <br /> Peak Hour Control Intersection Eastbound Westbound Northbound Southbound <br /> None currently approved AM Signal B 12 B 12 A 7 C 22 B 12 <br /> PM Peak Hour Signal B 12 A 9 A 10 B 17 B <br /> <br /> Aonroved Develooment 12010) & Approved Network + 2025 Reqional Traffic, <br /> <br /> AM Peak Hour Controlsignal Intersection C 30 Eastbound C 32 Westbound A 9 Northbound 45 Southbound C 30 <br /> PM Peak Hour Signal B 12 B 10 B 12 B 17 B 12 <br /> <br /> Aooroved Develooment (20t0) with Additional Proposed Mitiqations + 2025 Reqional Traffic, <br /> <br />Unsplit traffic signal phasing AM Peak Hour Controlsignal IntersectionB 19 Eastboundc 26 Westbound,A 9 NorthboUndA 6 SouthboUndB 18 <br /> PM Peak Hour Signal A 7 A 6 A 7 A 5 A 8 <br /> <br /> 29 <br /> <br /> <br />