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Table 6 <br /> Existing, 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersections <br /> <br /> Hacienda Drive at the I-hBO Eastbound Ramps <br /> <br /> Ex st nR Development (2003) & Existinq Roadway Network (LOS K Seconds of Delay} <br /> <br /> Hour Control Intemection I Eastbound Westbound Northbound Southbound <br /> AM Peak Signal B 15 B 14 B 14 B 166 <br /> PH Peak Hour Signal A 9I B 17 A 3 A 3 <br /> <br /> Nil i nH a r <br /> Approved Development (2010) & Approved Roadway Network <br /> <br /> Hour Control Intersection Eastbound Westbound Northbound Southbound <br /> AM Peak Signal 44 ~ B 18 50 <br /> None currently approved PM Peak Hour Signal [3 10 ~ 15 A 9 A 6 <br /> <br />Proposed Mitigation: Approved Development (2010)with Proposed Mitiaations <br />Restripe the off-romp to provide one left turn <br />lane, a shared lef'dright lane and two right Hour Control Intersection Eastbound Westbound Northbound Southbound <br /> <br />only lanes. AM Peak Signal B 20 C 21 B 13 C 22 <br /> PM Peak Hour Signal A 9 B 12 A 9 A 6 <br /> <br />Proposed Mitigation: Approved Development (2010) with Proposed Mitiqations + 2025 ReRional Traffic <br /> <br />Same as Proposed Above AM Peak Hour ContrOIsignal Intemectionc 30 [ Eas~b°und37 Westbound NorthboUndA 9 Southboundc 28 <br /> PM Peak Hour Signal B 19 26 B 19 A 6 <br /> <br /> 17 <br /> <br /> <br />