Completed in 2007
The bridge is formed by a continuous arch structure of three spans. The arches and the deck are formed by two girders designed without diaphragms.
Design: OBEC Consulting Engineers, Eugene, Oregon
Structure length238 m
LocationRedmond, Oregon, USA
Span length3 x 61.4 m
Structure typeArch bridge.
Width of the superstructure11.0 m
Scope of work
Jiri Strasky: Conceptual design, static and dynamic analysis.
Award of Excellence 2007 from ACI.
Award of Excellence, Portland Cement Association 2008.
Design Award, Concrete Reinforcing Steel Institute 2008.