Completed in 2009
The bridge consists of a stress-ribbon deck with 3 spans, supported at the abutments and on two piers. The stress ribbon is assembled from precast segments and cast-in-place saddles. It is the longest such stress ribbon structure.
Design: T.Y.Lin International, San Diego, California
Structure length
301.7 mLocation
San Diego, California, USASpan length
3 x 100.58 mStructure type
Stress ribbon.Width of the superstructure
4.27 mScope of work
Jiri Strasky: Specialty consultant, checking of the design.
Completed in 2009
The bridge consists of a stress-ribbon deck with 3 spans, supported at the abutments and on two piers. The stress ribbon is assembled from precast segments and cast-in-place saddles. It is the longest such stress ribbon structure.
Design: T.Y.Lin International, San Diego, California
Structure length
301.7 mLocation
San Diego, California, USASpan length
3 x 100.58 mStructure type
Stress ribbon.Width of the superstructure
4.27 mScope of work
Jiri Strasky: Specialty consultant, checking of the design.
MAP
AWARDS
Design Award. PCI 2009 Design Competition.