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What the hell is wrong in Florida? - The bridge collapse is puzzling on a number of levels

Posted on 3/16/18 at 6:12 am
Posted by ChineseBandit58
Pearland, TX
Member since Aug 2005
42596 posts
Posted on 3/16/18 at 6:12 am
How can you be putting a horizontal bridge across a roadway, that has a center support as part of its design, without providing a center support during the process?

How can you have an active construction site with the public (without 'hardhats') buzzing around underneath the construction?

The latter was an immediate "WTF?" with me as soon as I heard of the collapse, and from just observing the sketches of the bridgeI wondered how it maintained its structural integrity without some sort of central support. Then I find out that the center support structure 'would be put in later' - with thousand of passenger cars whizzing underneath hourly>>>>????


W.T.F. >>>>???????

this just makes no sense to me at all. I am not a structural engineer, but it just seems to fly in the face of everything I do know.
Posted by starsandstripes
Georgia
Member since Nov 2017
11897 posts
Posted on 3/16/18 at 6:14 am to
just a conspiracy to take david hogg and his beta friends out of the news cycle.
Posted by Wtodd
Tampa, FL
Member since Oct 2013
67488 posts
Posted on 3/16/18 at 6:14 am to
quote:

Florida

South FL ain't like the rest of FL but shite happens. Obviously it was a bad design.
quote:

I am not a structural engineer

Posted by NYNolaguy1
Member since May 2011
20893 posts
Posted on 3/16/18 at 6:16 am to
One span went across the roadway, the other across the water. The supporting pier is on the grass.

Posted by ChineseBandit58
Pearland, TX
Member since Aug 2005
42596 posts
Posted on 3/16/18 at 6:23 am to
quote:

One span went across the roadway, the other across the water. The supporting pier is on the grass.


OK - I have not seen that photo - only the part across the roadway. That looks perfectly functional as a finished installation.

Was any part of the suspension cabling in service? Or is that the 'cable tightening' operation that I heard mentioned as happening when the collapse occurred?

To have that span unsupported while allowing normal traffic flowing underneath just seems totally reckless to me.

Certainly those cables could not be there just to support the additional weight of the people walking on the bridge.

Posted by tiger7166
Louisiana
Member since Dec 2007
2619 posts
Posted on 3/16/18 at 6:38 am to
South Florida makes Louisiana government look like a JV corruption team
Posted by TrueTiger
Chicken's most valuable
Member since Sep 2004
67916 posts
Posted on 3/16/18 at 6:40 am to
Sad situation.

Now of course it is a lawyer's bonanza.
Posted by NYNolaguy1
Member since May 2011
20893 posts
Posted on 3/16/18 at 6:43 am to
quote:

Was any part of the suspension cabling in service? Or is that the 'cable tightening' operation that I heard mentioned as happening when the collapse occurred?



No, the cable tightening you heard about I suspect has more to do with the post tensioning inside the top chord of the bridge, not the suspension cables.

If they were messing with the post tension cables with active traffic underneath, it could be why it failed. Theres a lot of things that go wrong with precast post tension slabs though, and sudden failures can happen from a variety of reasons.
Posted by Zahrim
McCamey Texas
Member since Mar 2009
7667 posts
Posted on 3/16/18 at 6:58 am to
Posted by ChineseBandit58
Pearland, TX
Member since Aug 2005
42596 posts
Posted on 3/16/18 at 6:59 am to
quote:

No, the cable tightening you heard about I suspect has more to do with the post tensioning inside the top chord of the bridge, not the suspension cables.

If they were messing with the post tension cables with active traffic underneath, it could be why it failed. Theres a lot of things that go wrong with precast post tension slabs though, and sudden failures can happen from a variety of reasons.


You seem to know quite a bit about this - thanks for the enlightement.

Question - was the overhead roof a substantial part of the structural integrity? i.e. could it have been part of looking at the span as a girder rather than just a flat slab? that is the only thing that makes sense to me.
Posted by Zahrim
McCamey Texas
Member since Mar 2009
7667 posts
Posted on 3/16/18 at 7:11 am to
someone said something about selfcleaning concreate, a new product used in bridges? anyone knowaboit that?
Posted by Tesla
the Laurentian Abyss
Member since Dec 2011
7965 posts
Posted on 3/16/18 at 7:11 am to
quote:

South Florida makes Louisiana government look like a JV corruption team



Not really THAT big a difference...more like Ebola vs. Ebola with the flu.
Posted by PsychTiger
Member since Jul 2004
99005 posts
Posted on 3/16/18 at 7:21 am to
quote:

I am not a structural engineer,


Did you at least stay at a Holiday Inn Express?
Posted by Ralph_Wiggum
Sugarland
Member since Jul 2005
10667 posts
Posted on 3/16/18 at 7:36 am to
I've been told that Louisiana is the northern most Banana Republic and that includes South Florida as a banana republic.
Posted by Bourre
Da Parish
Member since Nov 2012
20274 posts
Posted on 3/16/18 at 8:05 am to
I haven’t heard of that type of concrete. I’m definitely interested in learning what type of steel was used for the project
Posted by NYNolaguy1
Member since May 2011
20893 posts
Posted on 3/16/18 at 8:13 am to
quote:

Question - was the overhead roof a substantial part of the structural integrity? i


The moment it failed the top portion of the walkway was acting in compression, and the bottom in tension. In the structural world this is called a positive moment.



However if you look at the rendering of what the bridge was supposed to look like, it looks like the top chord was never designed to be in compression, and was temporarily put in compression when it was erected, until the cables come in- at which point the forces and loading change completely.

In other words, someone missed something either in the erection of the bridge, failing to correctly mathematically model the max stress vs available strength- or someone messed up the casting of the precast structure in the shop, which can happen.

Or one of the post tension cables failed when tightening them (as said below), in which case the construction company would be at fault.
This post was edited on 3/16/18 at 8:24 am
Posted by TigerTattle
Out of Town
Member since Sep 2007
6623 posts
Posted on 3/16/18 at 8:15 am to
From a local news source. Take it fwiw.

quote:

An innovative pedestrian bridge being built at Florida International University had been put to a "stress test" and its cables were being tightened when it collapsed over traffic, killing six people and sending 10 to a hospital, authorities said.

As state and federal investigators worked to determine how and why the five-day-old span failed on Thursday, one factor may have been the stress test that Miami-Dade Mayor Carlos Gimenez said crews were conducting on the span.

Two workers were on the 950-ton bridge when it pancaked on top of vehicles waiting at a stoplight.

U.S. Sen. Marco Rubio tweeted late Thursday that the cables that suspend the bridge had loosened and the engineering firm ordered that they be tightened. "They were being tightened when it collapsed," he said on Twitter.


Channel 9 news
This post was edited on 3/16/18 at 8:16 am
Posted by stat19
Member since Feb 2011
29350 posts
Posted on 3/16/18 at 8:19 am to
Bridges kill... must ban them.
Posted by thejudge
Westlake, LA
Member since Sep 2009
14057 posts
Posted on 3/16/18 at 8:26 am to
Like a cantilever design it looks from photos.
Posted by NYNolaguy1
Member since May 2011
20893 posts
Posted on 3/16/18 at 8:35 am to
quote:

Like a cantilever design it looks from photos.


Right, but it failed as a simple truss. The load pattern for a cantilever bridge is completely different than a simple truss, which makes me think either someone missed something big, someone messed up the post tension cables at the site, or there was defective concrete/strands fabricated at the shop.

Heres a crappy youtube video of the collapse
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