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David Kreitzer Lake Hodges Bicycle Pedestrian Bridge

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 m

Location

San Diego, California, USA

Span length

3 x 100.58 m

Structure type

Stress ribbon.

Width of the superstructure

4.27 m

Scope of work

Jiri Strasky: Specialty consultant, checking of the design.

BRIDGES AMERICAN CONTINENT RIVER CROSSING STRESS-RIBBON PRESTRESSED STRUCTURE PRECAST STRUCTURE CONCRETE STRUCTURE STRESS RIBBON BRIDGES CHECKING PEDESTRIAN BRIDGES INTERNATIONAL AWARD

MAP

GPS: 33.0572114N, 117.0734631W
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AWARDS

Design Award. PCI 2009 Design Competition.