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Table 6 <br /> Existing, 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersections <br /> <br /> Stoneridge Drive at Springdale Avenue <br /> <br /> Existing Development (2003) & Existinq Roadway Network (LOS & Seconds of Delay) <br /> <br /> Peak Hour Control Intersection I Eastbound Westbound Northbound Southbound <br /> AM Signal B 11 B 17 A 5 B 13 C 23 <br /> PM Peak Hour Signal B 19I C 23 A 9 B 14 C 34 <br /> Mitioation Measures <br /> <br /> Approved Development (2010) & Approved Roadway Network <br /> <br /> Peak Hour Control Interseotion Eastbound Westbound Northbound Southbound <br /> None currently approved AM Signal C 21 C 24 C 21 B 13 C 27 <br /> PM Peak Hour Signal 45 C 33 58 B 17 ~i~D : 40 <br />Proposed Mitigation: <br />The West Las Positas Interchange would <br />improve aocess to homes south of this <br />intersection. <br />Restripe southbound to provide a double left Aooroved Develooment ¢2010~ with Proposed Mitiqations <br />[um and shared through/right lane. Peak Hour Control Intersection Eastbound Westbound Northbound Southbound <br />Eliminate the east crosswalk and unsplit the AM Signal B 17 C 22 B 15 B 15 C 24 <br />north/south signal phasing. PM Peak Hour Signal C 28 C 33 C 25 C 26 C 32 <br /> <br />Proposed Mitigation: Anoroved Development (20t 0) with Proposed MitiRations + 2025 Reqional Traffic <br /> <br />Same as Proposed Above AM Peak Hour ControIsignal IntersectionB 17 EastboundB 19 WestboundB 15 NorthboUndB 12 Southboundc 20 <br /> PM Peak Hour Signal C 29 C 30 C 29 C 20 C 30 <br /> <br /> 39 <br /> <br /> <br />