Completed in 2017
The bridge consists of a stress-ribbon concrete deck suspended on two inclined arches with a span of 93.9 m and a rise of 14.1 m. The arches are formed by steel pipes fixed into concrete pillars.
Design: OBEC Consulting Engineers, Eugene, Oregon
Structure length154.1 m
LocationSalem, Oregon, USA
Span length2 x 15.2 + 15.3 + 93.9 + 10.7 m
Structure typeStress ribbon suspended on the arch.
Width of the superstructure5.2 m
Scope of work
Jiri Strasky: Conceptual design, detailed static and dynamic analysis.
2018 Prize Bridge Award, The National Steel Bridge Alliance (NSBA), USA.
Award of Excellence in Design. The Precast/Prestressed Concrete Institute (PCI), USA.
Project of the Year 2017, The American Public Works Association, Oregon Chapter.