Completed in 2000
The bridge is formed by a stress ribbon of three spans with lengths of 73.0 + 85.0 + 43.0 m. The stress ribbon, with a depth of 0.36 m, is assembled of precast segments and a composite slab, which is supported by cast-in-place saddles.
Design: OBEC Consulting Engineers, Eugene, Oregon
Jiri Strasky: Conceptual design, detailed static and dynamic analysis.