Letter: ‘IBR’s seismic lie’



Engineer Bob Ortblad claims the Interstate Bridge Replacement Program is misrepresenting the risk of the current I-5 bridges collapsing during an earthquake

Editor’s note: Opinions expressed in this letter to the editor are those of the author alone and do not reflect the editorial position of ClarkCountyToday.com

The Interstate Bridge Replacement Program (IBR) is misrepresenting the risk of the current I-5 bridges collapsing during an earthquake. 

Bob Ortblad
Bob Ortblad

The IBR claims that liquefaction will cause the I-5 bridges to fail, similar to the Niigata Bridge in Japan, which had only nine 52-foot-long, widely spaced piles per pier. In contrast, the I-5 bridges have 100-foot-long, tightly spaced wood piles (90 per pier) that compact the soil, making them resistant to liquefaction. 

A Japanese study has demonstrated that closely spaced wood piles enhance soil compaction and serve as a “fail-safe against liquefaction damage.” The IBR plans to use only six drilled shafts per pier, which will not effectively improve soil compaction. Additionally, the IBR’s bridge design may be less resilient to earthquakes than the current I-5 bridges. The IBR’s bridge trusses will be twice as long, twice as wide, fifty feet higher, and five times heavier. Its 120-foot piers will rest on only six drilled shafts (up to 250 feet long) in uncompacted soil. 

Engineer Bob Ortblad challenges the IBR Program’s claims about the I-5 Bridge’s seismic vulnerability, citing design concerns.
Graphic courtesy Japan Society of Civil Engineers

The increased weight and height of the IBR bridge, combined with its support on uncompacted soil, may make it less resilient than the current bridges during an earthquake. Resilience is defined as the capacity to withstand or quickly recover from damage. Consequently, repairing any earthquake-induced damage to the existing bridges would be much faster than repairing a significantly larger and heavier IBR bridge. 

Bob Ortblad MSCE, MBA
Seattle


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