Completed in 2002
The bridge consists of two parts. The first part is formed by a suspension structure with three spans of 17.00 + 103.00 + 17.00 m; the second part is formed by cast-in-place approach spans, a platform and stairs. The deck of the suspension structure is assembled from precast segments that are monolithically connected to the curved approach spans.
Design: OBEC Consulting Engineers, Eugene, Oregon
Jiri Strasky: Conceptual design, detailed static and dynamic analysis.