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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 the Z-680 Northbound Ramps <br /> <br /> Existing Development (2003) & Existing Roadway Network (LOS & Seconds of Delay) <br /> Control Intemection Eastbound Westbound Northbound Southbound <br /> AN Peak Hour Signal B 14 A 5 A 2 C 33 <br /> PM Peak Hour Signal A 8 A 3 A 3 C 24 <br /> lqitioation I~leasures <br /> Approved Development (20t0) & Approved Roadway Network <br /> <br /> AN Peak Hour ContrOIsignal IntersectionB 15 EastboundB 14 WestboundA 7 NorthboundB 20 Southbound <br /> <br /> None currently approved Piti Peak Hour Signal ~ 74 A 5 ~ 122 ~ 93 <br /> <br /> =roposed Mitigation: Modify <br /> ~raffic signal to allow westbound through <br /> and northbound right turn traffic to overlap APProved Develonment ¢2010} with Proposed Mifiaafions <br /> !or a period of time. AN Peak Hour Control Intersection Eastbound Westbound Northbound Southbound <br />l'he West Las Positas Interchange would Signal B 11 B 11 A 8 B 13 <br />Ireduce congestion at this intersection. PH Peak Hour Signal £ 34 B 17 48 35 <br /> <br /> =roposed Mitigation: Approved Development (2010) with Proposed Miti,qations + 2025 Regional Traffic <br /> <br />Same as Proposed Above AM Peak Hour ControIsignal IntersectionB 11 EastboundB 11 WestboundA 7 NorthboUndB 15 Southbound <br /> PN Peak Hour Signal 38 B 19 53 43 <br /> <br /> 38 <br /> <br /> <br />