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Table 6 <br /> Existing~ 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersections <br /> <br /> Hopyard Road at 1-580 Westbound Ramps <br /> <br /> Exisfin,q Development (2003) & Existinq Roadway Network (LOS & Seconds of Delay) <br /> <br /> AM Peak Hour ControIsignal IntersectionA 10 Eastbound WestboundB 16 NorthboUndA 6 SouthboUndA 6 <br /> PM Peak Hour Signal B 11 C 28 A 4 A 6 <br /> Mitioati~n Measures <br /> Approved Development (2010) & Approved Roadway Network <br /> <br /> AM Peak Hour ControIsignal IntersectiOnc 22 Eastbound Westboundc 34 NorthboUndA $ Southboundc 20 <br /> None currently approved PM Peak Hour Signal B 11 C 24 A 9 A 5 <br /> <br /> Aooroved Develooment ~20101 & Aooroved Network + 2025 Reoional Traffic <br /> <br /> AM Peak Hour Control Intemection Eastbound Westbound Northbound Southbound <br /> Signal ;;; ?~ ~:: ,~ 39 60 A 5 37 <br /> PM Peak Hour Signal C 23 55 B 18 A 9 <br /> <br />Proposed Mitigation: Modify Aooroved Develooment [2010) with Additional Proposed Mitiqations + 2025 Reqional Traffic <br /> <br /> Hour Control Intersection I Eastbound Westbound Northbound Southbound <br />#2 off-ramp left turn to be a leftJright option AM Peak Signal B 18 C 27 A 4 B 17 <br />turn lane PM Peak Hour Signal B 18I B 15 A 5 <br /> <br /> 22 <br /> <br /> <br />