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Table 6 <br /> Existing~ 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersections <br /> <br /> Stanley Boulevard at Bernal/Valley <br /> <br /> Existing Development (2003) & Existinq Roadway Network (LOS & Seconds of Delay) <br /> <br /> Hour Control Intersection Eastbound Westbound Northbound Southbound <br /> AM Peak Signal ~ 67 B 18 ~ 96 C 30 C 24 <br /> PM Peak Hour Signal~ 60 C 26 C 22 B 18 ~ 111 <br /> Mitiaation Measures <br /> Approved Development (2010) & Approved Roadway Network <br /> <br /> Hour Control Intersection I Eastbound Westbound Northbound Southbound <br /> AMPeak Signal ~ 195 I C 26 ~ 293 C 33 C 26 <br /> None currently approved <br /> PM Peak Hour Signal ~ ~ 100115 C 26 B 14 ~ 215 <br /> <br />Proposed Mitigation: Widen Aooroved Development ~20101 with Prooosed Mitioations <br />Stanley Boulevard east of Bernal to allow a <br />third eastbound through lane. <br />Congestion is further reduced at this Hour Control Intersection I Eastbound Westbound Northbound Southbound <br /> <br />intersection if Stoneridge Drive is extended. AM Peak Signal ~ 195 [ ~ ~ ~ 293 C 33 C 26 <br /> PM Peak Hour Signal ii ~-;D ~! 42 44 C 27 C 30 54 <br /> <br /> Aooroved Develooment ~2010) with Proposed Mitinations + 2025 Reoional Traffic <br />Proposed Mitigation: Hour Control Intersection Eastbound Westbound Northbound Southbound <br />Same as Proposed Above AM Peak Signal C 35 ~ 29 c 35 40 ~ 33 <br /> PM Peak Hour Signal 37 50 C 34 B 19 41 <br /> <br /> 37 <br /> <br /> <br />