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Table 6 <br /> Existing, 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersections <br /> <br /> Santa Rita Road at Pimlico/I-SS0 <br /> <br /> Existin,q Development (2003) & Existinq Roadway Network (LOS g Seconds of Delay) <br /> Control Intemection [ Eastbound Westbound Northbound Southbound <br /> AM PeakHour Signal C 25~, 43 C 27 C 22 B 18 <br /> PM <br /> Peak <br /> Signal C 28 I C 31 C 32 C 29 B 18 <br /> Hour <br /> Mitiaation Measures <br /> Approved Development (2010) & Approved Roadway Network <br /> <br /> Hour Control Intersection Eastbound Westbound Northbound Southbound <br /> <br /> None currently approved AM Peak Signal C 27 C 2l C 23 C 27 C 34 <br /> PM Peak Hour Signal C 28 C 24 C 24 C 25 i~:ii~-: 36 <br /> <br /> Aooroved Develooment ~r20t 0) & Aooroved Network + 2025 Reqional Traffic <br /> Control Intersection Eastbound Westbound Northbound Southbound <br /> 42 B 19 159 C 25 C 34 <br /> AM Peak Hour Signal <br /> PM Peak Hour Signal C 28 A 10 84 C 26 C 22 <br /> <br /> Aooroved Development (2010) with Additional Proposed Mitiqations + 2025 Reqional Traffic <br />Proposed Mitigation: Hour Control Intemection Eastbound Westbound Northbound Southbound <br />Eliminate the south crosswalk AM Peak Signal C 25 C 29 i!~D ~ 51 B 19 B 19 <br /> PM Peak Hour Signal C 21 S 10 61 B 17 B 17 <br /> <br /> <br />