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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 Del Valle Parkway <br /> <br /> Existinq Development (2003) & Existing Roadway Network (LOS & Seconds of Delay) <br /> Control Intersection Eastbound Westbound Northbound Southbound <br /> AM Peak Hour B <br /> PM Peak Hour C 23 B 10 B 15 30 <br /> Mitioation Measures <br /> Approved Development (2010) & Approved Roadway Nebatork <br /> Control Intersection I Eastbound Westbound Northbound Southbound <br /> <br /> None currently approved AM Peak Hour~ ~i:~i~ --~ -~'I A 10 B 12 C 16 <br /> PM Peak Hour t: ~ 63 B 10 C 21 ~ 92 <br /> <br />Proposed Mitigation: Aooroved Develooment {2010) with Prooosed Mitiaations <br />.~onstruct Speed Sensitive Traffic Signal <br />qote: signal would most likely result in Control Intersection Eastbound Westbound Northbound Southbound <br /> ncreased traffic volumes on Division Street AM Peak Hour SIGNAL A <br /> PM Peak Hour SIGNAL A 7 B 15 B 11 A 5 <br /> <br />Proposed Mitigation: Approved Development (2010) with Proposed Mitiaations + 2025 Re;ional Traffic <br />Same as Proposed Above <br />qote: signal would most likely result in Control Intersection Eastbound Westbound Northbound Southbound <br /> ncreased traffic volumes on Division Street AM Peak Hour SIGNAL A 8 B 19 A 4 A 8 <br /> PM Peak Hour SIGNAL A 9 B 16 B 13 A 6 <br /> <br /> 2O <br /> <br /> <br />