I am a FHWA certified bridge inspector, with additional certification for Fracture Critical Steel Bridges, and have inspected bridges in the past, so I am getting a kick out of these posts.
I have posted about that in the past and have been criticized in this forum for sucking on the government teat, even though I actually work for a private engineering company doing inspections for government entities. Many here were critical of the Federal requirement to inspect bridges regularly. One person here went so far as to state that there should be a sign posted at the entrance to each bridge saying Cross at your own risk. I wonder what he is saying today.
It looks from the photos that it was a fracture critical steel bridge. That means there is no redundancy. If any one of a number of parts breaks, the whole thing comes down. Newer bridges (and this is a newer one, being only 30 or so years old) are usually built without redundancy. Why? Because it is cheaper. No one wants the government to spend more than absolutely necessary.
Bridges such as this one are supposed to be inspected once a year (non-fracture critical are inspected every two years). There is a report that this one was listed as structurally deficient in the past. This does not mean that the whole bridge had to be replaced immediately. Probably, the whole bridge was not deficient. Some things are relatively minor in cost, but can cause collapse if ignored. If this was the case here, it should have been repaired by now. Sometimes repairs are not done. Sometimes they are not done correctly. Sometimes other deficiencies are missed.
I will be very interested in what the investigation comes up with because as of right now, nobody knows anything.
Did you check out the youtube video?
http://www.freerepublic.com/focus/f-news/1874950/posts?page=1760#1760
Interested in hearing your analysis.
I agree, being in construction, these forensic issues are very interesting but take time to really be understood.
As for right now, I am going to list the cause as "Excesses During the Clinton Years." until I have something better.
It'd be interesting to get our hands on a copy of that inspection and have you go over it...
Structure photos of the bridge pre-collapse are on this page as well.
I was under the impression that newer bridges were built with enough redundancy for single failure survival and that it was some of the mid and early twentieth century structures that were not? I am I being too hopeful?
Did you see this video of the collapse?