I-43/Fox River Bridge Green Bay
I-43/Fox River Bridge Green Bay
(OP)
I also posted this in the Bridge Engineering Forum.
Enjoy!
IC
http://www.jsonline.com/news/traffic/i-43-bridge-i...
Enjoy!
IC
http://www.jsonline.com/news/traffic/i-43-bridge-i...






RE: I-43/Fox River Bridge Green Bay
Here is what has been said:
A double hammerhead pier settled about 28".
The pier is supported on 40 piles.
It will be interesting to see what happened--how can a pier supported on piles settle???
DaveAtkins
RE: I-43/Fox River Bridge Green Bay
Mike McCann
MMC Engineering
RE: I-43/Fox River Bridge Green Bay
RE: I-43/Fox River Bridge Green Bay
Mike McCann
MMC Engineering
RE: I-43/Fox River Bridge Green Bay
RE: I-43/Fox River Bridge Green Bay
The department needs to determine what happened, determine if any other part of the bridge is at risk . . . .
Hmmmmm.
It is better to have enough ideas for some of them to be wrong, than to be always right by having no ideas at all.
RE: I-43/Fox River Bridge Green Bay
We had a bridge pier fail here in however it was due to riverbank slope failure and the shearing of pre-cast hex piles. The government wasn't stupid enough to make comments like that in our case though.
RE: I-43/Fox River Bridge Green Bay
I'm on the other side of the world but I like to see these things when they happen. It does seem strange to have such an instant settlement occur so quickly. I'm not intimate with the details but I would raise punching shear of the pier cap. Glad that no-one was hurt.
RE: I-43/Fox River Bridge Green Bay
DaveAtkins
RE: I-43/Fox River Bridge Green Bay
RE: I-43/Fox River Bridge Green Bay
RE: I-43/Fox River Bridge Green Bay
RE: I-43/Fox River Bridge Green Bay
http://dnr.wi.gov/topic/landscapes/documents/State...
It is better to have enough ideas for some of them to be wrong, than to be always right by having no ideas at all.
RE: I-43/Fox River Bridge Green Bay
What are the special structural considerations of a foundation involving bearing on Karst?
Mike McCann
MMC Engineering
RE: I-43/Fox River Bridge Green Bay
RE: I-43/Fox River Bridge Green Bay
Thanks Hokie...
Mike McCann
MMC Engineering
RE: I-43/Fox River Bridge Green Bay
Dik
RE: I-43/Fox River Bridge Green Bay
RE: I-43/Fox River Bridge Green Bay
Mike McCann
MMC Engineering
RE: I-43/Fox River Bridge Green Bay
This map shows that same rock is under the Green Bay area. In my experience in souith-west Wisconsin we have drilled a bunch of quarry holes at the bottom of significant foundations (such as water towers) to look for weak stuff below. Sometimes, under pretty good rock there are cavities and crevices filled with soft clay, sometimes the end product of weathering. A few caves have been found. Apparently the steel piles were founded on bedrock, but it is unlikely any test hole was drilled at that pier, at least into rock any distance. Apparently rock is 100 feet down.
http://wisconsingeologicalsurvey.org/bdrk.htm
I'll betcha many a core drill hole is coming up, up and down the alignment.
Now let's cogitate about what to do with the questionable areas? Flush out the clay and grout? Jack the pile cap back up and test each pile? Gosh what a discussion can be had on this fix?
RE: I-43/Fox River Bridge Green Bay
Then comes the fun stuff. Questions:
Could the pier be raised hydraulically by pressurized grouting? Probably not...
Stabilize the pier for gravity forces, jack up the bridge to the original level, and add a new metal structure to the top of the pier?
Mike McCann
MMC Engineering
RE: I-43/Fox River Bridge Green Bay
Don't hit this!!!
RE: I-43/Fox River Bridge Green Bay
msquared: They may be able to use pressure grouting to get some lift, it is what we use to remediate sinkhole activity in Florida and does a good job of sealing off cavities in the limestone and filling and compacting any loose sandy soils. At a minimum, I would not be surprised if they did this to at least fill any cavities or loose zones that may have caused the failure. Lift would depend on the grout pressure they could develop versus the resistance of the pile (bridge load, skin friction, etc). Grout may just blow out laterally or vertically prior to developing enough pressure to get any appreciable uplift. These are my guesses, I don't have specific grouting under piles knowledge but I think in theory it could work. They may just have to grout to seal and stabilize the bottom of the pile and then fix the structure on the top side...
Hokie:
My boss is a PhD geologist and said that the type of dolomite, shale and limestone in that part of Wisconsin is VERY old and usually very weathered, hard and dense, and is not normally subject to dissolution and weakening mechanisms the way it occurs with Florida's limestone (we are a Florida based geology and engineering company). BUT- it is possible there was a cavity or soft zone in the rock, and they will obviously have to confirm with testing.
RE: I-43/Fox River Bridge Green Bay
Several years ago a pipeline into Phoenix broke and it became a nightmare to fill up until it was repaired.
RE: I-43/Fox River Bridge Green Bay
http://www.greenbaypressgazette.com/article/201310...-
RE: I-43/Fox River Bridge Green Bay
http://enr.construction.com/infrastructure/transpo...
Interesting, but not much new info.
RE: I-43/Fox River Bridge Green Bay
Sure, the bridge is fine-- if you're the Duke Brothers.
"We shape our buildings, thereafter they shape us." -WSC
RE: I-43/Fox River Bridge Green Bay
So I take it that each of the 51 or so piers has 40 pile supporting it? With a failure of this magnitude, across the whole pier line, it appears to me that all 40 pile collapsed within a few hours, not just one. Where is this guy coming from?
Mike McCann
MMC Engineering
RE: I-43/Fox River Bridge Green Bay
Apparently the bedrock is not the issue now. Peat soil? Ice removal salting dumped down the piers? How do you now fix things? A report says the fix is $50 million. How?
RE: I-43/Fox River Bridge Green Bay
I wonder if all of this will make us rethink how we design pile supported foundations. The corrosion and buckling of 40 steel piles all at once is something I never dreamed could happen. Probably corrosion had already compromised many of the piles, and collapse occurred when the last few remaining piles corroded.
DaveAtkins
RE: I-43/Fox River Bridge Green Bay
http://www.fox11online.com/
As to ground conditions and corrosion, highway design engineers (not the bridge section designers) know about that problem and pave the inverts of corrugated culverts in peaty areas. In my experience at the WiDOT years ago, there were obvious waterproof walls between various sections, such as maintenance, bridge, construction, etc. Little kingdoms develop and it is difficult to get any changes or to have any one even listen. For instance, what bridge design manual covers the pH of soil as something to look at? Who ever from construction division goes back and checks for corrosion . Maintenance guys struggle with what is dealt them in many ways from bridges to roadways. Farming design work out to consultants can be even more difficult for down the road checking of performance getting back to designers.