Completed in 2002
The bridge consists of two parts. The first part is formed by a suspension structure with three spans; 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
Structure length178.8 m
LocationEugene, Oregon, USA
Span length23.0 + 103.0 + 23.3 m
Structure typeStress ribbon suspended on the cable.
Width of the superstructure6.50 m
Scope of work
Jiri Strasky: Conceptual design, detailed static and dynamic analysis.
Certificate of Special Recognition for outstanding use of precast, prestressed concrete components. PCI Design Award Program, November 2000.
Award of Excellence. ACI 2000.
2001 Grand prize from Oregon Consulting Engineers Council (CECO).
National Recognition Award 2001 from American Consulting Engineers Council (ACEC).