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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 Stoneridge Drive <br /> <br /> Existin,q Development (2003) & Existin,q Roadway Network (LOS & Seconds of Delay) <br /> <br /> Control Intersection ~ Eastbound Westbound Northbound Southbound <br /> AM PeakHour Signal C 25~ ~ C 27 B 13 B 18 <br /> PM Peak Hour Signal C 33 34 C 28 38 C 31 <br /> Mitieation Measures <br /> <br /> Approved Development (2010) & Approved Roadway Network <br /> <br /> Hour Control Intersection Westbound Northbound Southbound <br /> None currently approved AM Peak Signal 36 C 24 C 33 C 32 <br /> PM Peak Hour Signal 52 <br /> 41 ~ 99 C 25 <br /> <br />Proposed Mitigation: Convert Aooroved Develooment {2010)with Proposed Mitiqations <br />northboundthe #1 no~thboUndleft turnthr°Ughlane lane into a third AM Peak Hour ContrOIsignal IntersectiOnc 31 Westboundc 24 Northboundc 26 Southboundc 35 <br /> PM Peak Hour Signal C 32 41 C 28 C 25 <br /> <br /> Aneroved Development (2010) with Proposed Mitiqations + 2025 Reqional Traffic <br />Proposed Mitigation: Peak Hour Control Intersection Eastbound Westbound Northbound Southbound <br />3ame as Proposed Above AM Signal C 37 41 C 27 ~:D 43 C 29 <br /> PM Peak Hour Signal 43 49 48 48 C 23 <br /> <br /> 25 <br /> <br /> <br />