Completed in 2000
The bridge is formed by a stress ribbon of three spans. The stress ribbon, with a depth of 0.36 m, is assembled of precast segments and a composite slab, which is supported by cast-in-place saddles.
Design: OBEC Consulting Engineers, Eugene, Oregon
Structure length200.6 m
LocationGrants Pass, Oregon, USA
Span length73.2 + 84.7 + 42.7 m
Structure typeStress ribbon.
Width of the superstructure4.70 - 7.44 m
Scope of work
Jiri Strasky: Conceptual design, detailed static and dynamic analysis.
Design Award. PCI 2001 Design Competition.
Award of Excellence. Portland Cement Association 2002.