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Tuesday, January 15, 2008
Contact: Ian Grossman
(202) 366-0660
DOT 07-08

U.S. Secretary of Transportation Calls on States to Recheck Gusset Plate Strength Every Time They Change the Weight or Capacity of a Bridge

States should calculate how possible changes in bridge weight, capacity or evolving bridge conditions will affect gusset plates as part of their work to ensure bridge safety, U.S. Secretary of Transportation Mary E. Peters said in a new advisory sent to the nation's state transportation officials today.

The advisory follows updates by the National Transportation Safety Board (NTSB) indicating that stress on gusset plates, the metal pieces that hold individual girders together on some bridges, may have been a factor in last summer's I-35W bridge collapse in Minneapolis. The Secretary noted while the NTSB has not yet determined a definitive cause for the collapse, she directed the Federal Highway Administration to issue the technical advisory out of an abundance of caution to ensure that comparable possible design flaws do not exist on similar bridges.

"We want to take every possible step to address the latest update from the NTSB," said Secretary Peters. "With a few calculations, we can help reassure travelers that our bridges remain safe."

The Secretary said the technical advisory has been sent to each of the nation's state transportation agencies. She said that the advisory makes it clear that state highway officials should go beyond the current standard practice and include gusset plates when calculating load capacity on the nation's 13,000 steel truss bridges.

"We are committed to ensuring the structural soundness of our nation's bridges and will continue to support the NTSB in every way possible," said Federal Highway Administrator J. Richard Capka.

In the days after the I-35W Bridge collapsed last August, Secretary Peters issued two technical advisories to states. The first called on officials to inspect all bridges of similar design to the Minneapolis structure and the second advised states to be mindful of putting added weight on bridges during maintenance and construction projects.

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FHWA Technical Advisory T 5140.29: Load-carrying Capacity Considerations of Gusset Plates in Non-load-path-redundant Steel Truss Bridges

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