crashz
Veteran Member
Preface - Below is my arm-chair QB opinion of the failure. It is only my opinion and worth pretty much nothing other than the time during work hours that I'm wasting to write it!
Some new info to me anyway, in this post. I only read the first few news articles( Miami Herald, Times, etc) , so I had heard of the "testing" right before the collapse and the prolific use of the term "Accelerated Bridge Program", which has absolutely nothing to do with the failure
Now knowing of the bridge being post tension, the story makes more sense now. It also rings alarm bells. An engineer from the design firm called DOT stating that there were cracks forming in the structure. That's bad. A post-tension bridge act as a monolith, ie the deck is the "beam" section. So the post tension cables or rods provide enough tension to keep the concrete in the deck in compression. Cracks perpendicular to the post tension cables indicate a failure of either the cable to keep the concrete in compression or the concrete itself. There are temp related cracking and other inconsequential cracking that can occur, but not related to my rant.
From the story being told, it sounds like the engineer assumed that the cables/rods were slack causing cracking. Bad mistake. Those cables should have been tension-ed to the proper spec before it was moved. These are extensively recorded prior to tying off with the lock nut. They should have never re-tightened those cables, especially to "lift" the structure! The cables could have failed elastically, that that could have been the warning.
They should have stopped traffic and inserted cribbing before anything else. Of course, that is a big change order...
Some new info to me anyway, in this post. I only read the first few news articles( Miami Herald, Times, etc) , so I had heard of the "testing" right before the collapse and the prolific use of the term "Accelerated Bridge Program", which has absolutely nothing to do with the failure
Now knowing of the bridge being post tension, the story makes more sense now. It also rings alarm bells. An engineer from the design firm called DOT stating that there were cracks forming in the structure. That's bad. A post-tension bridge act as a monolith, ie the deck is the "beam" section. So the post tension cables or rods provide enough tension to keep the concrete in the deck in compression. Cracks perpendicular to the post tension cables indicate a failure of either the cable to keep the concrete in compression or the concrete itself. There are temp related cracking and other inconsequential cracking that can occur, but not related to my rant.
From the story being told, it sounds like the engineer assumed that the cables/rods were slack causing cracking. Bad mistake. Those cables should have been tension-ed to the proper spec before it was moved. These are extensively recorded prior to tying off with the lock nut. They should have never re-tightened those cables, especially to "lift" the structure! The cables could have failed elastically, that that could have been the warning.
They should have stopped traffic and inserted cribbing before anything else. Of course, that is a big change order...