Bridge Maple Avenue

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 length

238 m


Redmond, Oregon, USA

Span length

3 x 61.4 m

Structure type

Arch bridge.

Width of the superstructure

11.0 m

Scope of work

Jiri Strasky: Conceptual design, static and dynamic analysis.


GPS: 44.2909760N, 121.1810199W
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Award of Excellence 2007 from ACI.

Award of Excellence, Portland Cement Association 2008.

Design Award, Concrete Reinforcing Steel Institute 2008.