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Table 6 <br /> Existing, 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersection~ <br /> <br /> Santa Rita Road at Valley Avenue <br /> <br /> Existinc; Develonment (2003) & Existinq Roadway Network (LOS & Seconds of Delay) <br /> <br /> Control Intersection Eastbound Westbound Northbound Southbound <br /> AM Peak Hour Signal :ii;,~:~:~; 43 40 i:!:i!::~:!!~!!: 35 51 46 <br /> PM Peak Hour Signal !?i~i?~ 51 51 C 30 49 63 <br /> Mitiuation Measures <br />~.pproved network assumes a new <br />triple southbound left turn and double Approved Development (2010) & Approved Roadway Network <br />westbound left turn. <br />Congestion is further reduced at this Control Intersection Eastbound Westbound Northbound Southbound <br />intersection if Stoneridge Drive is AM Peak Hour Signal C 32 40 C 26 45 C 27 <br />extended. PM Peak Hour Signal i~i~ !::~ 42 56 C 29 62 C 35 <br /> <br />Proposed Mitigation: AoDroved Development Ir2010) with Prooosed Mitiqafions + 2025 Reqional Traffic <br /> <br />Same as Proposed Above Control Intersection. Eastbound Westbound Northbound Southbound <br /> AM Peak Hour Signal 35 44 C 22 42 C 34 <br /> PM Peak Hour Signal 36 48 C 23 37 38 <br /> <br /> 36 <br /> <br /> <br />