Facts:
1. Steel Warren truss with verticals, with steel and concrete deck structure, designed 1954 and constructed 1955.
2. Four 120' spans between concrete piers and abutments.
3. North 120'span failed.
4. Semi was hauling an oversized load and being proceeded with an escort vehicle used to verify the clearance height available.
5. Semi was traveling in the wrong lane - the slow lane, where the clearance was less.
6. The bridge had no height restriction signs posted.
7. In the State of Washington, for oversized loads, it is the responsibility of the transport company to get a state permit and verify all clearances along their proposed route.
Don't know of a Bailey bridge triple-triple will work for this span, but with load restrictions and special applications, it might work on a temporary basis, at least for emergency vehicles - the state does have a stockpile of BB parts.
Bridgebuster: Were you driving the semi?
Seems like this is the perfect example of what results from a lack of redundancy, unless there is more to the problem than meets the eye here, which is very, very possible. Being such a critical bridge for commerce in the area, and since it is of older construction, designed and built in the early days of the Interstate Highway system under Eisenhower, it would have been prudent, if the bridge was not going to be updated, to do one or the other of the following two things:
1. Post the height restriction in an bodaceously visible spot, and/or
2. Construct a steel or concrete overhead warning barrier for over the height limit vehicles so that they are damaged and not the bridge. This could have been so easily prevented.
Too bad it's too late now. $15 million to replace at a minimum, and guess who pays for it....
Mike McCann
MMC Engineering