Completed in 2009
The bridge consists of a stress-ribbon deck, with 3 spans of lengths of 3x100.58 m, 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.
Jiri Strasky: Specialty Consultant, checking the final design.