Improving Yaquina Bay Bridge: Proposed Alternatives

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Alternatives
2.1 Alternatives
2.1 Proposed Action
The preferred alternative of ODOT is to widen and improve the structural integrity of the Yaquina Bay Bridge. The widening of the bridge shall follow the AASHTO LRFD Bridge Design Specification (Baker, 2008, p.3) using steel pier cap extensions (Quesnell Bridge Widening). The structural integrity of the bridge is to be enhance by improving the fatigue life of welds (Bennett, Matamoros, Barett-Gonzalez, & Rolfe, 2014, p.8)
2.2 Alternative A-No Action Under Alternative A the Yaquina Bay Bridge will continue to function as is. The bridge would not be widened to ease future traffic congestion and the structure deficiency of the bridge would be left as. The no action …show more content…

The bridge would be able to remain open during this time, limiting traffic to one lane in some cases. Fatigued welds would be strengthened using various methods, such as shot peening and laser peening (Bennett, Matamoros, Barett-Gonzalez, & Rolfe, 2014, p.8).
2.4 Alternative C Under Alternative C a new bridge would be built adjacent to the existing bridge. The new bridge would replicate the existing Yaquina Bay Bridge to provide aesthetic pleasure. The bridge would have 2 lanes, a bike lane, and pedestrian sidewalks. The bridge would require new cast-in-place concrete to be added to be added to the bay and at each end of the bridge (Replacement of North Drive Bridge, 2014, p.13). Steel beams and concrete would be added to provide structural strength and allow for heavy loads crossing the bridge.
2.5 Alternatives Considered but Dismissed The alternative of widening the Yaquina Bay Bridge to two lanes with a medium in the middle and a bike lane was discussed by ultimately dismissed. The long term viability of this alternative would not make sense with future traffic congestion anticipation. By adding a bike lane and medium, traffic would not be reduced but the cost would still be

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