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Seismic Evaluation and Retrofit of Sacramento River Bridge at Rio Vista

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Sacramento River Bridge at Rio Vista

The Sacramento River Bridge at Rio Vista is a 2,500-foot long, two-lane steel truss bridge with a lift span. The structure was constructed in 1944 and 1958, and was awarded the American Institute of Steel Construction “Most Beautiful Steel Bridge” award in 1960. The bridge may be subjected to a maximum credible earthquake of magnitude 6.75 from Coast ranges/Sierra Nevada Boundary Zone, with a PGA of 0.5g. Seismic evaluation and retrofit studies were conducted to investigate the bridge for a “No Collapse” criteria in a maximum credible seismic event and to develop a retrofit design.

Because of the complexity of the bridge, comprehensive analyses of the structure were carried out using global and local models. The seismic evaluation consisted of a force-and displacement-based demand-to-capacity analysis. Global forces and displacement demands were computed using linear elastic dynamic response spectrum analysis (3D finite element models using SAP90 V6.0). Several local models were developed to analyze the various structural elements such as the pier bents, the foundations, the tower frames and base. Nonlinear static and dynamic time history analyses were conducted using software DRAIN-3DX and ABAQUS.

The seismic evaluation indicated that in the event of a major earthquake, typical hinge and rocker bearings in truss approach spans and base connections for tower columns could be severely damaged, leading to possible collapse of the structure.

The selected retrofit strategy consists of seismic isolation of east and west truss spans, and addition of passive energy dissipators at the typical base connections of tower columns. Seismic isolation of east and west truss spans incorporates replacement of existing hinge and rocker bearings with seismic isolation bearings. Passive energy dissipators are typically provided at tower column base connections to control the uplift during rocking response.

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