The bridge consists of twin variable-depth box girders with a total width of 23.2 m (76 ft), connected by a transverse diaphragm at the piers and cast-in-situ slab along the centerline of the bridge. The superstructure is supported on cast-in-place piers resting on drilled shaft foundations. The connection between the superstructure and the piers is monolithic to help resist high seismic loads.
The precast segmental box girders were erected in balanced cantilever from the top using an overhead gantry. The design allowed for the single gantry to erect both side-by-side box girders simultaneously.
The toll-road is a design and build project funded with private financing. Ultimately, it will be owned by the California Department of Transportation (Caltrans); therefore, the Otay River Bridge was designed in accordance with Caltrans’ rigorous standards for state-of-the-art bridges in high seismic zones.
This project received numerous awards, including the ASBI 2007 Bridge Award of Excellence, the PCA 2008 Concrete Bridge Award of Excellence, the PTI 2008 Merit Award, and PCI’s special award – The Harry H. Edwards Industry Advancement Award.
Owner: South Bay Expressway and Caltrans