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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 West Las Positas Boulevard <br /> <br /> Existinq Development {2003) g Exisfin.q Roadway Network (LOS & Seconds of Delay) <br /> <br /> AM Peak Hour ContrOIsignal Intersection C 21 Eastbound C 22 Westbound C 33 Northbound C 21 Southbound S 17 <br /> PM Peak Hour Signal C 22 B 16 i~: :~i=i: 43 C 22 B 15 <br /> Mitioation Measures <br /> <br /> Approved Development (2010) & Approved Roadway Net~vork <br /> <br /> Hour Control Intersection Eastbound Westbound Northbound Southbound <br /> None currently approved AM Peak Signal C 25 B 16 C 30 C 26 C 25 <br /> PM Peak Hour Signal 67 B 13 48 i 60 ~ 109 <br /> <br />Proposed Mitigation: Aooroved Develonment [2010) with Proposed Mitigations <br />Reconstruct median to create a third Hour Control Intersection I Eastbound Westbound Northbound Southbound <br />westbound left turn lane AM Peek Signal C 22 B 19 C 31 B 19 C 25 <br /> PM Peak Hour Signal !:~D:-!,' 47I B 13 :i~i:~ 36 58 59 <br /> <br /> Aooroved Develooment {20101 with Proposed Mifiqations + 2025 Reqional Traffic <br />Proposed Mitigation: Hour Control Intersection I Eastbound Westbound Northbound Southbound <br />Same as Proposed Above AM Peak Signal C 25 B 14 C 31 C 24 C 27 <br /> PM Peak Hour Signal i~ iDi; 50I B 16 C 34 ~ 66 60 <br /> <br /> 28 <br /> <br /> <br />