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Cracks where FIU bridge buckled may have signaled 'imminent failure'
Miami Herald ^ | May 07, 2018 | Andres Viglucci, Nicholas Nehamas And Jenny Staletovich

Posted on 05/10/2018 1:51:55 PM PDT by Stalwart

A key concrete support truss in the doomed Florida International University pedestrian bridge developed worrisome cracks 10 days before the structure was lifted into place over the Tamiami Trail, photographs and an internal email unintentionally released by the school show.

The documents, released in response to public records requests from the Miami Herald, show that FIU's construction and engineering team discovered potentially problematic cracks in the bridge earlier than officials have previously acknowledged.

The cracks were found in late February at the base of a diagonal support member at the north end of the span. Independent engineers have identified that as the point where the structure shattered on March 15 while under construction, sending the 950-ton bridge crashing onto the roadway below and claiming six lives.

(Excerpt) Read more at miamiherald.com ...


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They found cracks before the span was moved into place.
1 posted on 05/10/2018 1:51:55 PM PDT by Stalwart
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To: Stalwart

Wow. That is one sh!tty bit of concrete work.

I wouldn’t build a dog house on top of that foundation.


2 posted on 05/10/2018 1:55:37 PM PDT by WayneS
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To: WayneS

So....

Will the families of those crushed by this corrupt construction company of losers be sued into oblivion???


3 posted on 05/10/2018 1:56:48 PM PDT by hal ogen (First Amendment or Reeducation Camp?)
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To: Stalwart
Outside experts have zeroed in on that truss member, identified in plans as No. 11, as being "under-designed" — that is, not strong enough to withstand the pressure from the weight of the bridge it was supposed to hold up.

Wow, under-designed and poorly constructed. If it turns out it was built in the wrong place they can win the trifecta!

4 posted on 05/10/2018 1:58:11 PM PDT by WayneS
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To: Stalwart
A fourth bridge engineer, Ralph Verrastro of Naples, said the cracks did not appear significant to him.

"The photos don't clearly provide any clues to me related to ultimate failure," Verrastro said in an email. "I would assume these cracks would have been repaired by epoxy injection before the bridge was moved."

Note to self: Never hire Ralph Verrastro of Naples, Florida to design a bridge for you.

5 posted on 05/10/2018 2:01:13 PM PDT by WayneS
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To: Stalwart

At the exact point of failure

Well duh


6 posted on 05/10/2018 2:06:01 PM PDT by Nifster (I see puppy dogs in the clouds)
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To: Stalwart

This story really disappeared fast from the news cycle.
It seems clear the bridge should have never been installed, then there should not have been any traffic under it until stress tested.
Their only goal was to throw it up quickly and get it operational without interrupting traffic flow; they were really proud of that til the collapse.


7 posted on 05/10/2018 2:08:58 PM PDT by GnuThere
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To: Stalwart

The true deficiency was in the selection process for design engineer. Minority firm with history of bridge collapses. What could possibly go wrong. Think they ever mention that in a report? Ha!


8 posted on 05/10/2018 2:09:47 PM PDT by Chauncey Gardiner
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To: WayneS

Negligence in several ways, IMO.
When the full report comes out, those engineers are toast.


9 posted on 05/10/2018 2:10:32 PM PDT by Stalwart
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To: Stalwart

Wouldn’t there have been state inspectors, who might have noticed these cracks, before or at least after the main bridge was lifted onto the supports? Or was this all just done on faith in the contractor?


10 posted on 05/10/2018 2:31:51 PM PDT by NEMDF
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To: Stalwart

Ya think???


11 posted on 05/10/2018 2:35:56 PM PDT by gov_bean_ counter (Free Republic has been reduced to primarily a gathering place for the inane, banal, and obtuse.)
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To: Stalwart

Hopefully the brass AND the engineers.


12 posted on 05/10/2018 2:53:16 PM PDT by rb22982
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To: WayneS

A fourth bridge engineer, Ralph Verrastro of Naples, said the cracks did not appear significant to him.

“The photos don’t clearly provide any clues to me related to ultimate failure,” Verrastro said in an email. “I would assume these cracks would have been repaired by epoxy injection before the bridge was moved.”

...

He’s being truthful. Cracks are common and usually not a problem. The photo alone isn’t enough evidence.


13 posted on 05/10/2018 3:05:36 PM PDT by Moonman62 (Give a man a fish and he'll be a Democrat. Teach a man to fish and he'll be a responsible citizen.)
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To: GnuThere

#7 FTA: an internal email unintentionally released by the school show.

Someone was fed up with the coverup.


14 posted on 05/10/2018 3:41:51 PM PDT by minnesota_bound
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To: GnuThere
#7: "heir only goal was to throw it up quickly and get it operational without interrupting traffic flow"

That wasn't their main goal. Their main goal was to show that a bridge built by girls and foreigners was just as good as a normal bridge. Notice how quickly that theme has disappeared. They even had a web site touting their "affirmative action" engineering and construction team. Gone!
 

15 posted on 05/10/2018 3:42:22 PM PDT by Governor Dinwiddie (MAGA in the mornin', MAGA in the evenin', MAGA at suppertime . . .)
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To: Stalwart

It is my understanding that the bridge was designed by an all women team.


16 posted on 05/10/2018 4:06:43 PM PDT by Revel
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To: Governor Dinwiddie

Yes, that did not age well, quite literally.


17 posted on 05/10/2018 4:13:48 PM PDT by GnuThere
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To: Moonman62
He’s being truthful. Cracks are common and usually not a problem.

Assuming that they've been repaired is a big problem. Competence calls for verification, not assumption that someone else will do/has done their job.

No one associated with this project should do anything more skilled than day labor, and then preferably in an orange prison jump suit.

18 posted on 05/10/2018 4:20:07 PM PDT by PAR35
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To: Moonman62

No, but they are evidence of poor workmanship — unless they were expected?

But now the issue is who in their right mind can tell with a visual inspection that a structural concrete item showing cracks is going to meet its specified stress requirements?


19 posted on 05/10/2018 4:24:24 PM PDT by KC_for_Freedom
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To: Chauncey Gardiner
The true deficiency was in the selection process for design engineer. Minority firm with history of bridge collapses. What could possibly go wrong. Think they ever mention that in a report? Ha!

That is the killer problem with all proposals/contracts. Firms that have no business doing any kind of work being selected because they are in the special select group of minority, disabled, HUB zone, woman owned, vet owned. You can't favor proposal responses just be they are in a 'select' group. You pick the best to do the job. The government, being city/county/state/country needs to change the 'weighing' scale when it comes to awarding work just because a company is in a 'select' group.

As an aside, look up 'small' businesses on the SBA website, you'll find the same owner/president on multiple companies, its a real joke. If you are the prime on these contracts, you get kudos for doing business with these small businesses with huge indirects/profits on their services.
20 posted on 05/10/2018 4:25:29 PM PDT by ratzoe
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