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Table 6 <br /> Existing~ 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersections <br /> <br /> Foothill Road at Deodar Way <br /> <br /> Existin,q Development (2003) & Existinq Roadway Network (LOS & Seconds of Delay) <br /> <br /> Peak Hour Control Intersection Eastbound Westbound Northbound Southbound <br /> AM Signal A 6 C 27 A 6 A 4 <br /> PM Peak Hour Signal B 11 C 22 A 8 A 7 <br /> Mitieation Measures <br /> Approved Development (2010) & Approved Roadway Network <br /> <br /> Peak Hour Control Intersection I Eastbound Westbound Northbound Southbound <br /> <br /> None currently approved AM Signal A 10 ¢ 25 A 8 A 9 <br /> PM Peak Hour Signal B 19[ B 18 C 22 B 15 <br /> <br />Proposed Mitigation: Approved Development ¢2010) with Proposed Mitiaations <br />The proposed change ia part of the <br />Foothill/Canyon Way mitigation. Peak Hour Control Intersection Eastbound Westbound Northbound Southbound <br /> <br />Eliminate crosswalk crossing Foothill AM Signal B 16 C 33 C 23 B ~.3 <br /> PM Peak Hour Signal C 22 B 17 C 29 B 18 <br /> <br />Proposed Mitigation: Approved Development (2010) with Proposed Mitiqations + 2025 Reoional Traffic <br /> <br /> ;ame as Proposed Above AM Peak Hour Controlsignal IntersectiOns 14Eastbound Westboundc 33 NorthboUndA 13 SouthboUndB 14 <br /> PM Peak Hour Signal B 20 C 24 S 16 C 22 <br /> <br /> 13 <br /> <br /> <br />