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The Ordinary Engineering Behind the Horrifying Florida Bridge Collapse (wired.com)

An anonymous reader quotes a report from WIRED: The people of Sweetwater, Florida were supposed to wait until early 2019 for the Florida International University-Sweetwater University City Bridge to open. Instead, they will wait about that long for an official assessment from the National Transportation Safety Board of why it collapsed just five days after its installation, killing at least six people. In the immediate aftermath of the disaster, many queries have centered on the unconventional technique used to build the bridge, something called Accelerated Bridge Construction, or ABC. But ABC is more complicated than its acronym suggests -- and it's hardly brand new. ABC refers to dozens of construction methods, but at its core, it's about drastically reducing on-site construction time. Mostly, that relies on pre-fabricating things like concrete decks, abutments, walls, barriers, and concrete topped steel girders, and hauling them to the work site. There, cranes or specialized vehicles known as Self-Propelled Modular Transporter install them. A video posted online by Florida International University, which helped fund the bridge connects to its campus, showed an SPMT lifting and then lowering the span into place.

In a now-deleted press release, the university called the "largest pedestrian bridge moved via SPMT in U.S. history," but that doesn't seem to mean much, engineering-wise. SPMTs have been around since the 1970s, and have moved much heavier loads. In 2017, workers used a 600-axle SPMT to salvage the 17,000 ton ferry that sank off the coast of South Korea in 2014. The ABC technique is much more expensive than building things in place, but cities and places like FIU like it for a specific reason: Because most of the work happens far away, traffic goes mostly unperturbed. When years- or months-long construction projects can have serious effects on businesses and homes, governments might make up the money in the long run. Workers installed this collapsed span in just a few hours. These accelerated techniques are also much safer for workers, who do most their work well away from active roads.
The report goes on to note that the bridge collapse is still under investigation and the search for a culprit is ongoing. "The answers could run the gamut, from design flaws to fabrication flubs to installation issues," reports WIRED. As of publication, The Washington Post is reporting that an engineer called the state to report cracking two days before its collapse.

276 comments

  1. Investigation? by Anonymous Coward · · Score: 0

    It's called Cuban construction.

  2. The usual pattern by 31eq · · Score: 4, Informative

    Like every engineering disaster, somebody found the problem, and failed to communicate its severity. In this case, they decided it wasn't a safety issue (cracks in a brand new bridge!) and left a voice mail with somebody else who was out of the office for a few days.

    There's no substitute for risk assessments by fully qualified engineers, of course. But those engineers also need communication skills â" including persuasive skills. Engineers who can find somebody in authority and convince them to take action save lives.

    1. Re: The usual pattern by Anonymous Coward · · Score: 4, Insightful

      The question I havenâ(TM)t seen asked, much less answered, is this: the final bridge was supposed to be supported by cables from a central pier. Why was safe to install the sections without that support?

    2. Re: The usual pattern by jecowa · · Score: 2

      Did the bridge crack after being assembled? Were the prefabricated parts already cracked when they arrived on site?

      --
      my opportunity to freely express myself with the potential persecution and hangings and such
    3. Re: The usual pattern by Anonymous Coward · · Score: 5, Informative

      The bridge was basically a truss, self-supported. The stays were to be pipes to add stiffness and controlling harmonics in high winds. As well as for aesthetics.

    4. Re:The usual pattern by thegarbz · · Score: 5, Insightful

      Like every engineering disaster

      That isn't even remotely true. The vast majority of engineering disasters happen without identification and without warning. An even larger number of infrastructure disasters have nothing to do with engineering as well.

      somebody found the problem, and failed to communicate its severity

      Nope. Somebody found *a* problem and didn't know of the severity. Cracks don't mean much at all. It may or may not have had anything to do with the collapse.

      There's no substitute for risk assessments by fully qualified engineers, of course

      You're right. But you fail to realise that this takes time.

    5. Re:The usual pattern by Anonymous Coward · · Score: 0

      I know, right? I'm certainly no engineer but I err on the side of caution. If I saw ANY cracks in a brand-new bridge I'd immediately try to get the road underneath closed down until it could be inspected.

    6. Re:The usual pattern by Anonymous Coward · · Score: 0

      How do you ever get out of bed in the morning, let alone leave your home, if you always err on the side of caution?

    7. Re: The usual pattern by Anonymous Coward · · Score: 0

      Virtually everything constructed out of a porous material like concrete, bricks, blocks, or wood experiences cracking to various degrees.

      The only items where cracking is almost always a sign of impending failure are steel, plastic, and tensioned features like cable and rope.

      If we insisted on crack free cement, bricks, timbers, etc.... We wouldn't build anything.

      Obviously, there was a major design flaw in this bridge. One of the materials was not up to snuff, and/or the design had too many single point critical failure possiblity.

      It might be the cracking was related, but I wouldn't count on it. It would surprise me much less if there was substandard steel on anchor bolts, or an improperly secured joint. The cracking then would just be a symptom of loads not being properly distributed, or a totally benign feature unrelated to the failure.

    8. Re:The usual pattern by denbesten · · Score: 4, Informative

      Like every engineering disaster, somebody found the problem, and failed to communicate its severity. In this case, they decided it wasn't a safety issue (cracks in a brand new bridge!) and left a voice mail with somebody else who was out of the office for a few days.

      There's no substitute for risk assessments by fully qualified engineers, of course. But those engineers also need communication skills â" including persuasive skills. Engineers who can find somebody in authority and convince them to take action save lives.

      A recent press release reports that there was a meeting the morning before the collapse in which engineers and persons in authority concluded that the cracks did not compromise the structural integrity.

      So no, I don't think there was a problem with "failure to escalate". Really, the big message here is that one needs to reserve judgement until the facts have a chance to surface. There is an official investigation underway. Amongst other things, It will determine if the analysis of the cracks was accurate and it will also determine if an appropriate escalation process was followed.

      While waiting, we should be asking if other "civilians" are at risk due to the lessons we have not yet learned from this collapse. For example, we may temporarily decide to prohibit "civilians" from being underneath active construction sites until we better understand how to protect them.

    9. Re:The usual pattern by Anonymous Coward · · Score: 0

      Maybe there has to be some "theory" or a least idea of "thing A causing B (cracks)" before an assessment. If A is missing then it's just some wild guessing, i.e. "yeah I've seen some houses have cracks too but they are still standing after 50 years"...

    10. Re:The usual pattern by Anonymous Coward · · Score: 2, Funny

      Risk management, my friend, risk management!

      (Typing this from bed) :)

    11. Re:The usual pattern by Anonymous Coward · · Score: 0

      There is nothing unusual about cracks in new concrete. Whether those cracks were a structural problem is still unknown.

    12. Re: The usual pattern by Bearhouse · · Score: 1

      Apparantly not; I'm guess it was sure-as-shit cheaper, tho'

    13. Re:The usual pattern by PaulRivers10 · · Score: 1

      Like every engineering disaster, somebody found the problem, but management works overtime to try to blame someone else.

      - State has a system where important safety communications are left on a landline voicemail service which isn't checked if the 1 state employee is out of the office on assignment which is common.

      - No one closed the road under the bridge while they were tightening the cables that held up the bridge, during which the bridge collapsed.

      - The engineering team apparently did analyze the cracks and concluded they were not a safety concern. We don't know that this is wrong, the bridge might have collapsed because of cable tightening and the cracks that showed up before that were irrelevant.

      But those engineers also need communication skills â" including persuasive skills. Engineers who can find somebody in authority and convince them to take action save lives.

      Management needs to get off it's ass and actually do it's job, including dealing with safety issues. Management holds the power to hire and fire people, it's the engineers job to inform management of safety issues and to analyze, it is not their job to babysit management who's feeling might be hurt if they hear bad news.

    14. Re: The usual pattern by Anonymous Coward · · Score: 0

      Hiding under the bed, just in case of earthquakes, zombies, whatever

    15. Re: The usual pattern by Anonymous Coward · · Score: 0

      âoeIt would surprise me much less if there was substandard steel on anchor boltsâoe

      This is why federally funded transportation projects have the Buy America requirement for steel (i.e. use only American steel), with a extremely limited allowance for non-American steel.

    16. Re:The usual pattern by Khyber · · Score: 0

      " It may or may not have had anything to do with the collapse."

      If you read the transcript of the engineer's call, and then identify where the bridge broke, it's a pretty fucking safe bet that the cracks are direct evidence something was wrong with that section of bridge.

      --
      Still waiting on Serviscope_minor to wake up to fucking reality and realize that Jessica Price isn't going to fuck him.
    17. Re: The usual pattern by rukiddingme · · Score: 1

      Because American steel is better than any other nations' steel? If life was only that simple.

    18. Re: The usual pattern by Anonymous Coward · · Score: 0

      There is no doubt in my mind that the root cause will be found in the /. comments thread.

    19. Re: The usual pattern by sexconker · · Score: 0

      It is. All foreign steel is bullshit, and has been for a long time. The head of Kobe Steel recently stepped down because their scandal got so bad as more and more was revealed.

      https://www.reuters.com/articl...

      The worst part is that Obama's administration, working with the RINO who shall not be named, knowingly purchased massive quantities of shoddy, cut rate foreign steel for use in the US military in order to secure those kickbacks. This is why steel and steel-containing products are on Trump's hit list for tariffs.

    20. Re:The usual pattern by thegarbz · · Score: 1

      and then identify where the bridge broke, it's a pretty fucking safe bet that the cracks are direct evidence

      Now if only engineers could identify where the bridge "broke" (past tense) in advance, then cracks would be direct evidence of a problem. That in itself doesn't mean anything. There's cracks in bridges all the time. Most of them are benign. (I'm a lyrical poet).

    21. Re:The usual pattern by thegarbz · · Score: 1

      If you read the transcript of the engineer's call, and then identify where the bridge broke, it's a pretty fucking safe bet

      Cool bet bro, I'll leave it to people who actually reviewed the engineering design along with the cracks: https://news.fiu.edu/2018/03/f...

    22. Re: The usual pattern by Anonymous Coward · · Score: 1

      What if there was a crack in the bed frame?

    23. Re: The usual pattern by Anonymous Coward · · Score: 0

      The steel from China is likely to be radioactive so we can't use that.

    24. Re:The usual pattern by dgatwood · · Score: 1

      - The engineering team apparently did analyze the cracks and concluded they were not a safety concern. We don't know that this is wrong, the bridge might have collapsed because of cable tightening and the cracks that showed up before that were irrelevant.

      I think it's more likely that the cracking had the same root cause. I got the impression from various news articles that the cables lost tension for some reason. Perhaps the cables inside the bridge itself snapped or some welds broke, allowing the whole bridge to sag until they hit a point where the cables were unable to slip any further. Then, when the crew tried to tighten it, the cables pulled completely loose, allowing it to sag well beyond what it should have, and then the end of the bridge slid off the top of the post and fell straight down, and all the support posts punched through the top as the top part pancaked on the bottom part upon impact.

      But that's just a gut feeling from looking at the result and reading news stories (which may or may not be even slightly accurate), so take that with a grain of salt.

      --

      Check out my sci-fi/humor trilogy at PatriotsBooks.

    25. Re:The usual pattern by Anonymous Coward · · Score: 0

      obviously you know absolutely nothing about engineering or construction. their is no way to tell from the pictures where the initial failure happened and cracks are common in just about every new construction and usually does just require minor repairs. maybe the cracks ar ethe source of the failure but at this point their is no evidence whatsoever that that is the case.

    26. Re:The usual pattern by gravewax · · Score: 1

      Then pretty much every highway, freeway and major building better be shut right now as just about all of them will have some cracking

    27. Re: The usual pattern by Anonymous Coward · · Score: 0

      You've drunk too much koolaid my friend.

      American companies have provided plenty of shit steel to US projects. The Brooklyn Bridge is a famous example, which is only still standing due to the over-engineering in the original design.

    28. Re:The usual pattern by Khyber · · Score: 0

      Gee, judging by the report, those cracks were within a foot of the section that failed.

      Sounds like a too-tight truss to me.

      Why, yes, I've built a few bridges, usually to span creeks on people's property. I've done truss, suspension, keystoned arch bridges, and a few others.

      Meanwhile, in your lazy world where you sit behind a keyboard all day...

      --
      Still waiting on Serviscope_minor to wake up to fucking reality and realize that Jessica Price isn't going to fuck him.
    29. Re: The usual pattern by HiThere · · Score: 1

      It'll probably be here somewhere. Probably with a score of zero or less.

      --

      I think we've pushed this "anyone can grow up to be president" thing too far.
    30. Re:The usual pattern by HiThere · · Score: 1

      I would doubt that the cracks were the source of the problem, and I well understand that there are many benign causes for cement cracking. But I still suspect that it will eventually turn out that the cracks were the external sign of a more serious internal problem. Perhaps in improperly secured support joint.

      This doesn't mean I think he should have known that from looking at the cracks. It's the kind of problem even an xray might not reveal. When you've got to guess by looking at external symptoms that could have multiple causes, you just can't tell.

      --

      I think we've pushed this "anyone can grow up to be president" thing too far.
    31. Re: The usual pattern by Anonymous Coward · · Score: 0

      I had an awesome history teacher that made the statement every day that if you want to really understand virtually any historic event, follow the money, follow the money,,, follow the money. This serves even for events that don't involve money because the fact that you're trying to figure it out usually involves money. For example, a celebrity falling on video is unlikely to have occurred due to money, but we wouldn't be interested in it if they weren't a celebrity and that almost always involves money. The follow the money lesson has served me very well in life.

      In this case, someone somewhere tried to save or make too much money. There, true root cause found. Whether someone made a mistake and reviews and tests didn't catch it or someone supplied materials with falsified specifications - money was the root cause.

    32. Re:The usual pattern by elrous0 · · Score: 1

      "Who's a weak force *now*, bitch?" responded gravity.

      --
      SJW: Someone who has run out of real oppression, and has to fake it.
    33. Re:The usual pattern by Anonymous Coward · · Score: 0

      Which is why you err on the side if caution until you can find out for sure.

    34. Re:The usual pattern by arglebargle_xiv · · Score: 2

      Conversely, for pretty much everything that's built, someone is going to point out that it'll fail/collapse/sink/burn down/whatever. It's easy enough to fish out the 1:1 correlation after the event, but that's because you have the luxury of ignoring the 9,999 false-positive warnings given for other engineering structures.

    35. Re: The usual pattern by dwywit · · Score: 1

      Gee, I wonder why Australian steel managed to get an exemption. Perhaps it's not bullshit, and never has been, i.e. it doesn't present a "threat to US security".

      Yes, Oz steel doesn't represent much of the total, but there are countries other than the USofA who can make good steel. Perhaps you should check out products from Germany and Sweden.

      --
      They sentenced me to twenty years of boredom
    36. Re: The usual pattern by Anonymous Coward · · Score: 0

      The key point is that America has a trade surplus with Australia.

    37. Re:The usual pattern by thegarbz · · Score: 2

      Meanwhile, in your lazy world

      Actually in my "lazy" world I'm an incident investigator (though not for civil structures). You on the other hand are the source of most of my problems, people who *think* they know what happened because they have just enough knowledge to be dangerous and absolutely nothing to do with the project.

      Mind you in my lazy world I do get great job satisfaction from presenting people like you with final reports. The smug expression on the face of an "expert" shatters faster than a bridge which was incorrectly tensioned.

      were you sit behind a keyboard all day

      That's quite ironic given you're behind your keyboard, have nothing to do with the project, don't have access to anything beyond what the news has told you and now you're telling me that a bunch of engineers directly part of this project who discussed the cracks in the meeting were wrong and you were right.

      Good work doubling down on your absurdity.

    38. Re:The usual pattern by Marxist+Hacker+42 · · Score: 1

      No, in this case, it was reported by e-mail to a State Investigator who came back from vacation the day AFTER the bridge collapsed.

      --
      SJW: a person who perceives an injustice, and while correcting it, commits a greater injustice.
    39. Re: The usual pattern by minstrelmike · · Score: 1

      The reason I _would_ count on cracking being an important issue is because one of the Bridge Engineers thought it was important enough to make a phone call. He wouldn't do that for normal cracking in cured concrete (something I wouldn't expect in newly cast parts delivered from off-site).

    40. Re:The usual pattern by minstrelmike · · Score: 1

      There was sudden failure. I don't think that would come from tension cables giving way. It was some kind of block construction and one of the block connections pulled apart (the piers weren't fully stabilized) or else the connection failed.

    41. Re:The usual pattern by Khyber · · Score: 0

      "Actually in my "lazy" world I'm an incident investigator (though not for civil structures)."

      In other words, you're still less fucking qualified than me to even open your mouth, as I've actually built the goddamned things, as an independent gov't contractor, for small towns like out in Liberty, TN.

      Go piss off a bridge. Then go jump off the same. It's exactly assholes like you that fuck up everything because you claim some authority in an area where you don't fucking have jurisprudence.

      --
      Still waiting on Serviscope_minor to wake up to fucking reality and realize that Jessica Price isn't going to fuck him.
    42. Re:The usual pattern by firbolgar · · Score: 1

      There's no substitute for risk assessments by fully qualified engineers, of course. But those engineers also need communication skills â" including persuasive skills. Engineers who can find somebody in authority and convince them to take action save lives.

      I have another idea for you - how about we hold decision makers accountable for their decisions? I would help to make sure those in authority have sufficient expertise in the area they're making decisions about. I fully expect a structural engineer to base his persuasive argument around the physics and engineering issues and then frame those in terms of cost/benefit. If the person who is making the decision can't understand that type of argument, then I don't want them making the decisions. Expecting an engineer to get up and make a persuasive argument like a professional orator or politician completely completely misses the point around the cold hard facts and associated judgement calls that it takes to engineer complicated projects.

    43. Re:The usual pattern by dgatwood · · Score: 1

      Well, my theory was that the cable failure let it sag until one end was no longer on top of its post. The sudden part in that theory was the whole "slipping past the edge of the post and dropping straight down" part.

      --

      Check out my sci-fi/humor trilogy at PatriotsBooks.

    44. Re:The usual pattern by thegarbz · · Score: 1

      you're still less fucking qualified than me to even open your mouth

      On the topic of incident investigations I'm far more qualified than you.

      as I've actually built the goddamned things

      Yep and that makes you incredibly dangerous to comment on them without detailed knowledge of the exact chain of events.

      Go piss off a bridge.

      Gladly. It's also something I can do since people like me pull the brakes on people like you to ensure that people in general find out the *true* cause of failure and prevent them from re-occuring. We then share that information with people like you to prevent people in general from suing you.

      You are very welcome.

      It's exactly assholes like you that fuck up everything because you claim some authority

      The irony... no not irony... idiocy of that sentence is palpable.

    45. Re:The usual pattern by danbert8 · · Score: 1

      Management needs to get off it's ass and actually do it's job, including dealing with safety issues.

      Management at every company I work for (and I'm a civil engineer) thinks "safety" means wearing hard hats and having pre-job safety meetings. It's the same problem as with BP's oil well explosion. Everyone is looking for slips, trips, and falls and worried about checking the dates on fall protection harnesses. The real safety is in the design of the system, not the workers putting it together.

      In this case, it may turn out to be that the workers who were tensioning the reinforcement screwed up, but the structure was designed without redundancy and had a critical failure that resulted in rapid collapse. This is why if you have reinforced concrete structure, you should probably make sure that snapping one of the reinforcing bars isn't failure critical.

      Management doesn't have a clue how to make things safe, and the priorities they can make metrics based on do nothing to increase safety of the finished product.

      --
      Yes it's an anecdote! Were you expecting original research in a Slashdot comment?
    46. Re:The usual pattern by danbert8 · · Score: 1

      I think the cracking did have the same root cause. The root cause was the change in the plan to move the span into place. They changed the location of the supports in transport which changed the loading of the bridge design from supported at the ends to supported in the middle. They adjusted the tension members to compensate, but it was likely the cause of the cracking. The cracking might have been related to the failure or it might not have been. The immediate cause was changing the tension members back to the end supported case and it looks like they snapped one of the post-tensioning members in the process. Really a stupid decision to make to be doing that sort of work without 1) stopping traffic underneath the bridge and 2) having cribbing underneath the span.

      --
      Yes it's an anecdote! Were you expecting original research in a Slashdot comment?
    47. Re:The usual pattern by Anonymous Coward · · Score: 0

      What part of "brand-new" didn't you understand?

    48. Re:The usual pattern by Anonymous Coward · · Score: 0

      The only problem they made was not closing the road while the engineers were on scene studying the cracks. Or did you forget they were on the bridge at the time of collapse? Convenient for you to leave such vital information out.

    49. Re:The usual pattern by Maritz · · Score: 1

      Meanwhile, in your lazy world where you sit behind a keyboard all day...

      I read on down. Wow, you look a right dickhead now, lol. Oops.

      --
      I do not want your cheap brainburning drugs. They are useless for work. And I am a working man today.
    50. Re:The usual pattern by sonamchauhan · · Score: 1

      > "You're right. But you fail to realise that this takes time."

      It shouldn't -- to borrow an IT turn of phrase, it should be in hypercare status so soon after golive.

      Everyone knows that the most dangerous phase of a change is after the change is either implemented or rolled back.

      The engineer who noticed the crack may just have been a member of the public.

    51. Re:The usual pattern by sonamchauhan · · Score: 1

      Actually, I take that back. Forget golive! The bridge was still being constructed. See this video for an explain:

      https://youtu.be/Q2A1wS09p0k?t...

    52. Re:The usual pattern by thegarbz · · Score: 1

      It shouldn't

      You misunderstood. I didn't mean it takes time to get around to investigating cracks, I meant it takes time to do the analysis and have the discussion. They actually did it straight away when they noticed cracks.

    53. Re:The usual pattern by thegarbz · · Score: 2

      The bridge was still being constructed.

      Yes. A post-tensioner on member 11 snapped while being either tightened or loosened (no one is sure yet which, but the design called for loosening it after the bridge was put in place). There's a good dashcam video where you can see small explosions along with a projectile out the top of member 11 (where about 4 people were working) about 3 frames before the bridge starts to buckle. Here's a picture of the hydraulic ram which ejected from member 11: https://s.abcnews.com/images/U...

  3. Was the suspension complete? by Anonymous Coward · · Score: 4, Insightful

    The engineering drawings I have seen show a tall tower with suspension supports coming down to support the span. Was the tower complete and the suspension in place when it broke or was that for completion later? Also the suspension when to both sides of the tower so it was balanced. Are there any pictures of the bridge while it was "good" to compare with the engineering drawing?
    See here for a 3d view of the design. As far as I could tell the tower, the section over the water and the suspension lines were not in place when it collapsed.
    https://youtu.be/Q2A1wS09p0k?t=5

    1. Re:Was the suspension complete? by josiahgould · · Score: 4, Funny

      No, the suspension tower and cables were not in place. I don't see how they expected a suspended span to survive without the suspension cables, but then again I wasn't paid to make the plans. I of course base all my findings on Bridge Construction Set for DOS.

    2. Re:Was the suspension complete? by Anonymous Coward · · Score: 2, Informative

      A true cable-stayed bridge would be built out starting from a center pier. This was a truss bridge, self-supported. The stays are pipes to stiffen structure and harmonics in high winds, as well for aesthetics. See my other post for more details.

    3. Re:Was the suspension complete? by hey! · · Score: 3, Insightful

      I don't know if there are any pictures, but the situation has been confused by media reports that workers were "tightening cables" at the time it collapsed. However it turns out the pylon for the suspension cables had not been erected yet; the workers were tightening cables that ran through the structure.

      It's impossible to say whether the cable-tightening, or the cracks reportedly found in the span, had anything to do with the collapse. It's possible that neither did; it's possible that both did. Engineering disasters tend to be complex and they take time to nail down.

      --
      Post may contain irony: discontinue use if experiencing mood swings, nausea or elevated blood pressure.
    4. Re:Was the suspension complete? by jonnythan · · Score: 5, Funny

      Anonymous Coward says "see my other post for more details."

    5. Re:Was the suspension complete? by Anonymous Coward · · Score: 2, Funny

      It is straightforward to identify which posts are by the same AC. See my other post for details.

    6. Re:Was the suspension complete? by Anonymous Coward · · Score: 0

      Hint, the posts mentioning it being a "truss".

    7. Re:Was the suspension complete? by Chris+Mattern · · Score: 0

      Okay, how do you identify which posts are by the same AC? Because I sure don't see a way to do that. Being unable to determine who posted is rather the point of AC.

    8. Re:Was the suspension complete? by michael_cain · · Score: 5, Interesting

      USAToday reports that the bridge was a truss design. They quote the design firm saying the central tower and stay-like wires shown in architect's drawings were decorative, not structural.

    9. Re:Was the suspension complete? by Anonymous Coward · · Score: 0

      whoosh

    10. Re:Was the suspension complete? by K.+S.+Kyosuke · · Score: 1

      You just have to look for the Synonymous Coward.

      --
      Ezekiel 23:20
    11. Re:Was the suspension complete? by Anonymous Coward · · Score: 0

      You've misunderstood Anonymous Coward. There is only one user named Anonymous Coward and he/she -- I like my anonymity -- is me. All those downmodded troll posts over the years... all me.

    12. Re: Was the suspension complete? by Anonymous Coward · · Score: 0

      notice too, most of Anonymous Coward's posts are incomprehensible, which would seem to suggest it is a single person.

    13. Re: Was the suspension complete? by Anonymous Coward · · Score: 1

      I'm Anonymous Coward, and so's my wife!

    14. Re: Was the suspension complete? by Anonymous Coward · · Score: 0

      I can tell between all of you just by checking Facebook

    15. Re:Was the suspension complete? by Anonymous Coward · · Score: 0

      Because it was a truss not a suspended span

    16. Re:Was the suspension complete? by Anonymous Coward · · Score: 0

      Woosh

    17. Re:Was the suspension complete? by JimSadler · · Score: 1

      Keep in mind that the state has all kinds of inspections and that bridge surely was declare it safe for use/.

    18. Re:Was the suspension complete? by Anonymous Coward · · Score: 0

      *woosh*

      Chris, did you know "sarcasm" isn't in the dictionary?

      It's not like repetition is ever used as a comedic device.

    19. Re:Was the suspension complete? by quantaman · · Score: 3, Funny

      Anonymous Coward says "see my other post for more details."

      It's a little known fact that all AC posts are written by the same guy.

      He's actually quite brilliant but his writings are of wildly inconsistent quality since he hasn't slept in almost 20 years.

      --
      I stole this Sig
    20. Re:Was the suspension complete? by cyn1c77 · · Score: 1

      It is straightforward to identify which posts are by the same AC. See my other post for details.

      I showed you this wasn't the case in my last AC post. Please see it for details.

    21. Re:Was the suspension complete? by Anonymous Coward · · Score: 0

      There is probably a python script around for collecting posts with the same writing style.

    22. Re: Was the suspension complete? by Bombcar · · Score: 1
    23. Re: Was the suspension complete? by Anonymous Coward · · Score: 0

      She's my wife!

    24. Re:Was the suspension complete? by Not-a-Neg · · Score: 1

      There's a video of the bridge collapse from a security or traffic camera, I forget which. Sadly, it's video recorded by pointing a camera at a computer monitor so it's rather low quality. You can see the engineers on top of the bridge doing some work, a crane nearby that had its line out to the top of the bridge for some reason, and you can see how it all failed since the camera was positioned higher than the bridge. What will be even more helpful is if any vehicle that morning had a dash cam to see what was happening underneath before the collapse.

      --
      -==- Buy a Mac and leave me alone!
  4. Truss Bridge Self Supported. Not Cable Stayed. by Anonymous Coward · · Score: 5, Informative

    To start, it was a truss bridge, self-supported. The stays shown in final drawings are pipes for stiffening and harmonics in high winds.

    The structure was non-redundant. A failure of any truss was near guaranteed to lead to collapse. It's theorized by some that truss member #11 at the junction of the pier was initial failure point.

    In preliminary drawings, #11 is shown with no post-tensioning bars, but the actual construction shows it with two. While those bars in #11 may have been necessary due to the move, since the ends of the bridge were cantilevered (which is different than shown in the preliminary drawings), they likely weren't needed after placement; not needed to be post-tensioned, since #11 would be in high compression.

    It appears workers were post-tensioning #11 using a crane and other equipment attached to one of the post-tension rods. It appears tensioner (blue) and part of the bar is sticking out several feet in photos of the collapse. According to some, this likely lead to the collapse.

    1. Re:Truss Bridge Self Supported. Not Cable Stayed. by McGruber · · Score: 5, Interesting

      Mod AC up!

      I'm a Professional Engineer, though not licensed in Florida nor am I an expert in concrete bridges. Based upon the pictures of the debris I've seen, the bridge was made using prestressed concrete. Prestressed concrete is an amazing material - the steel reinforcement inside the concrete is used to compress the concrete, which causes the concrete member to act like high strength steel when it is loaded with tension forces.

      AC's comment above explains what happened:

      In preliminary drawings, #11 is shown with no post-tensioning bars, but the actual construction shows it with two. While those bars in #11 may have been necessary due to the move, since the ends of the bridge were cantilevered (which is different than shown in the preliminary drawings), they likely weren't needed after placement; not needed to be post-tensioned, since #11 would be in high compression.

      It appears workers were post-tensioning #11 using a crane and other equipment attached to one of the post-tension rods. It appears tensioner (blue) and part of the bar is sticking out several feet in photos of the collapse. According to some, this likely lead to the collapse.

      In its final placement as a bridge, truss member #11 would be in compression, so there was no reason to prestress it. Per AC, the preliminary design drawings did not show the two post-tensioning rods in this member.

      My guess, based upon AC's post, is that when the builders decided to assemble the bridge using the accelerated technique, the designers realized that there would be tension forces on truss member #11 during the move.... so the design drawings were changed to add the two post tensioning rods to truss member #11.

      Once the bridge was in place, the construction workers evidently began tightening the two post tensioning members even more. Member #11 was already being loaded with compression forces, from the dead weight loading of the bridge.... and tightening the post tensioners would have placed more compressive loading onto member #11. Once the combined compressive loadings (from the dead weight and the tensioning) exceeded the compressive strength of the concrete, the concrete would fail (it makes a loud popping sound when it fails in lab tests) and the single, non-redundant truss would fail.

      If my speculation is correct, it will be interesting to see whether the Figg, the engineering firm that designed the bridge, or the construction contractor gets blamed.

    2. Re:Truss Bridge Self Supported. Not Cable Stayed. by mikael · · Score: 1

      Other stories say they were loading testing the bridge at the time. Pictures in the UK Daily Mail show that there was green crane that seems to have snapped the cable holding whatever it was carrying. That cable ended up wrapped around the street light away from the mashed up side of the bridge.

      --
      Vintage computer adverts: http://www.vintageadbrowser.com/computers-and-software-ads
    3. Re:Truss Bridge Self Supported. Not Cable Stayed. by Target+Drone · · Score: 1

      This sounds more like a problem with this technique in general. There should never be any confusion about whether something needs to be done. Especially when doing it twice will lead to a catastrophic failure. With car tires you can measure the current pressure and there is a label on the tire indicating the maximum pressure. Is there nothing similar for post tensioning?

    4. Re:Truss Bridge Self Supported. Not Cable Stayed. by Anonymous Coward · · Score: 0

      We only allow licensed and accredited engineers to design and build bridges. We definitely should do similar for similar problems.

    5. Re:Truss Bridge Self Supported. Not Cable Stayed. by McGruber · · Score: 2

      Pictures in the UK Daily Mail show that there was green crane that seems to have snapped the cable holding whatever it was carrying.

      Thanks for pointing me to the Daily Mail story. Their first video of the collapsing bridge shows workers on top of the bridge directly above the part of the truss that seems to fail and fall first.... their second video, from the perspective of a driver approaching the bridge, more clearly shows that the side of the bridge near the crane fell first. Their article then says:

      At a news conference Friday night, officials from the National Transportation Safety Board said they have just begun their investigation, and cannot yet say whether any cracking contributed to the collapse.

      They also said workers were trying to strengthen a diagonal member on the pedestrian bridge at Florida International University when it collapsed.

      Robert Accetta, the investigator-in-charge for the NTSB, said crews were applying post-tensioning force, but investigators aren't sure if that's what caused the bridge to fall.

      I assume the "strengthen a diagonal member" description is referring to post tensioning a prestressed concrete member.

      The story and videos all seem consistent with the AC's explanation above.

    6. Re:Truss Bridge Self Supported. Not Cable Stayed. by pezpunk · · Score: 1

      i think the that's just Journalist Telephone. Some engineer probably said they were "tensioning a prestressed concrete member", meaning they were inducing stress to the truss by tightening the cables that run through the concrete, and the Journalist wrote "stress test" and that got into print.

      --
      i could live a little longer in this prison
    7. Re:Truss Bridge Self Supported. Not Cable Stayed. by pezpunk · · Score: 1

      people killed by collapsing bridges, 2017: 0
      people killed by gun violence, 2017: 15,549

      great analogy, you fucking moron.

      --
      i could live a little longer in this prison
    8. Re:Truss Bridge Self Supported. Not Cable Stayed. by Ryanrule · · Score: 4, Informative

      He just watched the ave video is all. https://www.youtube.com/watch?...

    9. Re:Truss Bridge Self Supported. Not Cable Stayed. by pipingguy · · Score: 1

      But they had CAD, 3D models and renderings and no doubt expensive, sophisticated stress analysis software. How could this have possibly happened?

    10. Re:Truss Bridge Self Supported. Not Cable Stayed. by pipingguy · · Score: 1

      "the designers realized that there would be tension forces on truss member #11 during the move"

      Any "designer" (which includes the engineers) that would fail to realize that bridge components would have forces imposed on them during transport doesn't deserve to work in engineering or construction. Then again, maybe all the experienced and competent (and expensive) people have been funemployed in favor of cheaper, less-experienced software button-pushers who just think they are competent.

    11. Re:Truss Bridge Self Supported. Not Cable Stayed. by guruevi · · Score: 2

      Yes and no, there is no 'gauge' you can check although you can check the post tensioning being done twice. It's typically what you pay architects and engineers for, not only to design but also check and double check the work during and after construction.

      A lot of construction companies these days however rather have it done quickly and rather not deal with 'overhead'.

      I was involved in a construction project also with prefab pieces where the architect had specified a different size for some of the levels and the edges to stay within the boundaries, however it was apparently cheaper to build all pieces at the same size (or someone just assumed they all were and didn't bother checking).

      The foreman and the construction company engineer signed off on the delivery even though they knew it was wrong. Luckily code enforcement actually measured, found it not acceptable (the building would've been wider and higher and thus not have properly sized foundation, some of the concrete spans would've been longer, plumbing, fire sprinkler pressure etc) so they had to remove an entire level and some poor chaps had to manually cut out hundreds of bricks, trim them to size so they could manually redo it without tearing the entire building down.

      --
      Custom electronics and digital signage for your business: www.evcircuits.com
    12. Re:Truss Bridge Self Supported. Not Cable Stayed. by Anonymous Coward · · Score: 0

      The real problem was they nicknamed the bridge... 'the bridge to the global future'.

      god is a trump supporter and he's bringing the laughs.

    13. Re: Truss Bridge Self Supported. Not Cable Stayed. by Anonymous Coward · · Score: 0

      Jeez, who builds a bridge with 13 single points of failure? Why not trusses on each side? Additionally it looks like the lower span of the truss #11 is in was the widest of all the trusses which would have increased the load at the top of #11 beyond any of the other joints. In the frame where the bridge begins collapsing there's noticeable sag in that long lower segment of the truss which I think means the failure had to occur at the top, allowing the top beam to crumple at the failure..

    14. Re:Truss Bridge Self Supported. Not Cable Stayed. by Anonymous Coward · · Score: 0

      The real problem was they nicknamed the bridge... 'the bridge to the global future'.

      Scientologists are like that.

    15. Re:Truss Bridge Self Supported. Not Cable Stayed. by DRichardHipp · · Score: 1

      A new youtube video from a dash cam seems to support to theory that truss #11 fractured.

    16. Re:Truss Bridge Self Supported. Not Cable Stayed. by Anonymous Coward · · Score: 0

      VIDEO SUCKS.

      Guy is a slow talking loser who spends a lot of time on useless details and barking.

      Fuck him and fuck you too.

    17. Re:Truss Bridge Self Supported. Not Cable Stayed. by Anonymous Coward · · Score: 0

      I’m too stupid to comprehend what he’s talking about because I’m a retarded dumbass.

      Fixed that for you.

    18. Re:Truss Bridge Self Supported. Not Cable Stayed. by Anonymous Coward · · Score: 0

      They actually broke a PT rod off during their work using hydraulic jacks, its plainly obvious and visible. I threw the album together just now to demonstrate.

      https://imgur.com/a/5X7ZK

    19. Re:Truss Bridge Self Supported. Not Cable Stayed. by Anonymous Coward · · Score: 0

      https://imgur.com/gallery/5X7ZK

      Link edit, also credit to AvE for analysis and Reddit for ownership of original diagnosis.

    20. Re:Truss Bridge Self Supported. Not Cable Stayed. by Agripa · · Score: 1

      Yes and no, there is no 'gauge' you can check although you can check the post tensioning being done twice.

      Strain is pretty easy to measure either through gauges or displacement.

    21. Re:Truss Bridge Self Supported. Not Cable Stayed. by guruevi · · Score: 1

      Yes, but I meant, it's not like there is a permanent gauge attached with a little red panel indicating they workers are over-tensioning it.

      --
      Custom electronics and digital signage for your business: www.evcircuits.com
    22. Re:Truss Bridge Self Supported. Not Cable Stayed. by Agripa · · Score: 2

      That is why I mentioned displacement although considering the cost of the bridge, a permanently mounted load cell is not *that* expensive. Paint a visible marker on the tension rod and measure displacement compared to the concrete with a tape measure. The accuracy requirements are not that great in this application.

    23. Re:Truss Bridge Self Supported. Not Cable Stayed. by Anonymous Coward · · Score: 0

      Very interesting why truss member #2 is more stronger built as #11! In the construction plan, all the members are the same dimension!
      #11 failed unter too heavy load, of course! I am mechanical engineer. And I do not know why #11 got prestressed after placement of the bridge. In my opinion #11s dimension was too small! #2s angle is not so big as #11s => so the compression is on #11 higher as at #2! 1+1 = !

      Will see who will get the hot potatoe.... FIGG is in big trouble, I think.

      Regards from Austria

  5. fake building materials? by Anonymous Coward · · Score: 0

    were the building materials fake? fake concrete, fake steel? someone should audit who built it and who their suppliers were

    1. Re: fake building materials? by Anonymous Coward · · Score: 0

      I'm going to blame FaceBook!

  6. Far away? by Anonymous Coward · · Score: 1

    The ABC technique is much more expensive than building things in place, but cities and places like FIU like it for a specific reason: Because most of the work happens far away, traffic goes mostly unperturbed.

    Nope!! That span was assembled right next to the road where it was placed. I drive by it every day and I can assure you, even though it wasn't on the road, it disrupted traffic due to rubbernecking for over a year.

    1. Re:Far away? by rukiddingme · · Score: 2

      "even though it wasn't on the road, it disrupted traffic due to rubbernecking for over a year." So you're complaining about construction that does not physically impede traffic, but forces people to rubberneck? I am laughing because this is asinine but so very true.

    2. Re:Far away? by Anonymous Coward · · Score: 0

      It must have been unusually construction to get people to slow down and look at it. People tend to just ignore most construction activity unless it is directly in their path.

  7. Re:I blame Trump by Anonymous Coward · · Score: 4, Interesting

    "Hello, I'm an American. As such I have some sort of pathological need to reference my personal political beliefs in every single interaction I have with anyone and anything. No matter how unrelated the discussion at hand is."

  8. What the fuck is this summary? by Anonymous Coward · · Score: 0

    First it goes on a paragraph of rambling about accelerated bridge construction, then it sidetracks into some irrelevant korean ship, and all while there is no indication the accelerated bridge construction had anything to do with what happened.

    1. Re: What the fuck is this summary? by Anonymous Coward · · Score: 1

      I know right. And we even had to wait for the first comment to correctly make it political and blame Trump.

    2. Re: What the fuck is this summary? by Anonymous Coward · · Score: 0

      Hey, it still Infrastructure Week!

  9. MCM by stabiesoft · · Score: 1

    It will be interesting as one of the prime's MCM, has had issues in the past. MCM gives generously to Christie and Rubio.

    1. Re:MCM by Anonymous Coward · · Score: 0

      Well there you have it, they had "issues". Done, solved, they had issues.

      What kind of issues? Unimportant, they had "issues", guilty

    2. Re:MCM by Anonymous Coward · · Score: 0

      Corrupt Cuban nepotism.

    3. Re:MCM by Mal-2 · · Score: 1

      MCM is best buddies with Paul Manafort.
      https://therealdeal.com/2017/08/31/meet-paul-manaforts-real-estate-fixer/

      Also, AvE has detailed the hive mind verdict: The smoking gun.

      --
      How is the Riemann zeta function like Trump rallies? Both have an endless number of trivial zeros.
  10. The problem here was the bridge itself by Applehu+Akbar · · Score: 5, Insightful

    In my town we have a footbridge that was installed this way, several years ago. It was factory-built in Phoenix, hauled 100 miles up I-17 using one of the smaller roadable version of the SPMT, and installed overnight to cross a creek. There hasn't been a problem since.

    Offsite construction should be safer than site-built, so in this disaster let's focus on the design itself, rather than rushing to judgement on the offsite construction.

    1. Re:The problem here was the bridge itself by c · · Score: 3, Interesting

      Yeah, we have a couple where I work. Footbridges over a four lane highway. They seem solid... the newest one's been hit by dump and garbage trucks a couple times without any issue. But they're designed to be self-supporting rather than depending on external cable towers.

      My gut feeling is that if they'd just put a central support beam on that median in the center of the bridge it would've made quite a difference.

      --
      Log in or piss off.
    2. Re:The problem here was the bridge itself by thegarbz · · Score: 1

      so in this disaster let's focus on the design itself, rather than rushing to judgement

      That is the most ironic statement I've seen in a while here.

      How about we don't pass judgement at all, and focus on the incident and all parts of it. A large majority of infrastructure failures have nothing to do with their design.

    3. Re:The problem here was the bridge itself by Anonymous Coward · · Score: 0

      That was my first thought too. However, consider the issue of the column taking up already limited road lane space.

      Sure, the actual column cross-section could be made small, but it would need to be protected in some manner (not just from destruction, but also from suicide attempts; guide-rails are common around center-supports on freeways). Potentially, use of an entire lane or two could be lost. Also, the risk of a middle column being hit by a truck. Though, the same risk exists with the bridge deck, since it was relatively low. So that's a wash.

      In short, lack of a middle column allowed for all lanes to remain usable and aesthetics.

    4. Re:The problem here was the bridge itself by McGruber · · Score: 1

      In my town we have a footbridge that was installed this way, several years ago. It was factory-built in Phoenix, hauled 100 miles up I-17 using one of the smaller roadable version of the SPMT, and installed overnight to cross a creek. There hasn't been a problem since.

      I'm sure your bridge was very economic, quite functional and an asset to your community.... but it is not an artistic "signature bridge" a University would demand for its main entrance.

      Here's the collapsed bridge designer's website: Figg Engineers, Creating Bridges as Art

  11. It was the resonance! by Anonymous Coward · · Score: 0

    Don't you people know the truth? A single line of army ants marching across a bridge in step can cause it to collapse!

    Scientifically proven beyond a shadow of a doubt.

    End sarcasm. Just in case you thought I was being serious.

    1. Re:It was the resonance! by Anonymous Coward · · Score: 0

      Actually,

      fwiw,

        in this case it was one dude revving his engine to the bridge's resonant frequency
      .

    2. Re:It was the resonance! by Anonymous Coward · · Score: 0

      Apples take on this... they were holding it wrong.

    3. Re: It was the resonance! by Anonymous Coward · · Score: 0

      Was it a Hemi?

  12. Re:SPTM, SPTM, SPTM... by Anonymous Coward · · Score: 0

    The acronym is SPMT (not SPTM), and it stands for Self-Propelled Modular Transporter, which you'd know if you RTFM. Just search for those words in the summary and you'll see it immediately preceeds the use of SPMT.

    dom

  13. Story of another bridge, seems similar by Anonymous Coward · · Score: 1

    Here is a story of another seemingly similar bridge. Tower with stays pedestrian bridge. The deck was originally planned to be concrete but design revisions changed it to steel. Would be interesting to look into that decision.
    http://johnsankey.ca/path2014.html

    From the 13 April link in above: http://www.davidmckie.com/airport-parkway-bridge-undergoes-new-design-after-pricey-deficiencies/
    "Delcan reviewed the partially completed structure and found that there were many deficiencies, including cracks in the concrete tower and in the bridge deck-these are obvious safety concerns."

  14. Re: I blame Trump by Anonymous Coward · · Score: 1, Insightful

    It's much more likely the fault of a diversity hire.

    Sure, xe couldn't pass algebra, but xis skin color raised our minority numbers. It was well worth it, being this woke.

  15. We're Number One! by The+Evil+Atheist · · Score: 0

    If you still think America is Number One...

    I have a bridge in Florida to sell you.

    --
    Those who do not learn from commit history are doomed to regress it.
    1. Re:We're Number One! by Anonymous Coward · · Score: 0
    2. Re:We're Number One! by Anonymous Coward · · Score: 0

      The best people weren't picked to build it. Instead, they selected from a small set of MWBE businesses rather than selecting the best choice.

      I guess you could say that it is America now since we now so often no longer hire the best people, but instead hire on diversity.

    3. Re:We're Number One! by The+Evil+Atheist · · Score: 1

      Are you incapable of understanding what the concept of being number one is?

      --
      Those who do not learn from commit history are doomed to regress it.
    4. Re:We're Number One! by The+Evil+Atheist · · Score: 1

      Any evidence that this bridge was built on diversity hiring practices?

      --
      Those who do not learn from commit history are doomed to regress it.
    5. Re:We're Number One! by Anonymous Coward · · Score: 0

      The president of our university said we picked a diversity builder instead of the best or cheapest one. I know other places in Florida that didn't do that have been able to build bridges that haven't fallen down, so I think that's a mistake to pick a company that doesn't know what they're doing.

    6. Re:We're Number One! by Anonymous Coward · · Score: 0
      China was getting the lead, with a number of spectacular engineering failures over the past few years.

      MAGA in bridge collapses.

    7. Re:We're Number One! by Anonymous Coward · · Score: 0

      Are you incapable of understanding what the concept what a dumbass moron I am?

      Fixed that for you.

  16. Re: I blame Trump by Anonymous Coward · · Score: 0, Flamebait

    Drama queen detected.

    Take your meds, Louis.

  17. Re:SPTM, SPTM, SPTM... by Anonymous Coward · · Score: 0

    As it seems to be too much trouble to explain the initialism before throwing it at us over and over again...

    Is it too much trouble to actually RTFS ?
    It's clearly explained before using the acronym.

    From the summary:

    There, cranes or specialized vehicles known as Self-Propelled Modular Transporter install them. A video posted online by Florida International University, which helped fund the bridge connects to its campus, showed an SPMT lifting and then lowering the span into place

  18. Good as any explanation by Nocturna81 · · Score: 0

    https://youtu.be/KtiTm2dKLgU Seems there was a construction flaw , sounds likely!

    1. Re:Good as any explanation by Anonymous Coward · · Score: 0

      Sounds plausible.

      Many failures are not caused by the design itself, but by shortcuts taken during construction.
      A such shortcuts should have been caught by oversight, any structural failure is at least a multitude of failures.

  19. Since the 1970's? And the Rest by nukenerd · · Score: 1

    engineering-wise. SPMTs have been around since the 1970s, and have moved much heavier loads

    Depends what you call a SPTM. Bridges have been prefabricated and moved into place since pre-historic times, starting with carved tree trunks. It does not matter how the bridge gets put there, what matters is its strength and that of its supports. Here is a much more ambitious construction, overseen by Robert Stephenson and Brunel no less, over dangerous water too, 150 years ago :- Britannia Bridge, Menai Strait

  20. Re:It was half a bridge, or even less by Anonymous Coward · · Score: 5, Informative

    It was not a cable-stayed bridge. It's a truss. See my other posts for details. Hopefully, someone can mod them up for visibility. Thanks in advance!

  21. It's probably not the ABC strategy per se by hey! · · Score: 1

    The complexity and risk of the intermediate stages of a project are the most impressive things to me about civil engineering. It's one thing to design a dam, it's another to build that dam in the middle of an actual river; you need a dam to build a dam. It's one thing to draw a bridge that's perfectly stable once built, it's another to ensure the partially completed structure is in perfect equilibrium at every point from the time the moment the ground is cleared until the last cable is tightened.

    If you think about what ABC involves, it really ought to make bridge construction safer, but I think in this case people simply put too much faith in it. Any time you put something heavy over someone's head, you're taking a terrible risk. For a completed bridge, engineering reduces that risk to negligible, but if you're going to be building that bridge while people pass under it every intermediate step has to be as safe as the completed structure. I wonder if that's even possible.

    --
    Post may contain irony: discontinue use if experiencing mood swings, nausea or elevated blood pressure.
    1. Re:It's probably not the ABC strategy per se by chadenright · · Score: 1

      Sort of. You don't trust a dam to hold back water until it's completed; you divert the water away from it using another method until the dam is done. You don't have cars driving over a half-completed bridge; you divert the traffic away until the cars are done. Construction sites are somewhat more dangerous than completed buildings; that's why workers wear safety gear and get safety inspections to make sure they're not doing anything too awfully stupid and risky.

      Making a half-completed project stable enough to simply -not fall down- is a lot easier than making it capable of bearing the massive loading a completed structure is designed to bear. Even so, a lot of times they cheat by using intermediate structures to hold stuff in place until it's got the supports it needs.

      None of that likely has any bearing on why this particular bridge broke. It was completed off site and set into place, so they should have had ample time to figure out any issues BEFORE cars started driving on it.

    2. Re:It's probably not the ABC strategy per se by PPH · · Score: 1

      BEFORE cars started driving on it.

      I hope not. It was a pedestrian bridge. And as such, the 'massive load' it was designed to bear was it's own weight. Pedestrians would have been insignificant load compared to the bridge's own 950 ton weight.

      --
      Have gnu, will travel.
    3. Re:It's probably not the ABC strategy per se by Anonymous Coward · · Score: 0

      Have you seen many Americans?

    4. Re:It's probably not the ABC strategy per se by PPH · · Score: 1

      Yes. But not so many at once. My field of view isn't that wide.

      --
      Have gnu, will travel.
  22. Video with analysis from available data by Anonymous Coward · · Score: 0

    This video goes into some detail analysing from available information : https://www.youtube.com/watch?v=KtiTm2dKLgU

  23. We are literally building an interchange with that by Anonymous Coward · · Score: 0

    Seriously, in Montreal, the new "turcot interchange" is being build using prefab units. The only things that aren't prefab, are the support pillars. Which are a bit too thin for comfort, IMO, but apparently those are harder than the massive pillars of the old exchange...
    We already have at least one lane that was opened and so far it's holding up.

  24. Re:It was half a bridge, or even less by Toad-san · · Score: 1

    I've been wondering about that ever since I saw the first images of its proposed shape. "Where's the pylon? Where are the supports?"

    Obviously it wasn't strong enough to span the distance without them. Doh. But not a word from the media yet about that missing pylon or supports.

  25. Oops... by Anonymous Coward · · Score: 0

    Lets hope we do better with the rebuilt spillway on the Oroville dam.

    1. Re:Oops... by Anonymous Coward · · Score: 0

      If you haven't already, view the blancolirio channel on Youtube. The best detailed coverage of the situation, by far!

      https://www.youtube.com/user/blancolirio/videos

      The new spillway looks to be extremely over-engineered. And the emergency spillway, still under reconstruction, likewise.

    2. Re:Oops... by Anonymous Coward · · Score: 0

      I read there were cracks in the new spillway last fall. Could be they are not significant, but it could be as soon as it's used it flies apart again. I grew up there and keep an eye on it from afar. Good salmon fishing just down stream.

  26. Re:It was half a bridge, or even less by Anonymous Coward · · Score: 1

    It seems that the tower+cables were a mere cosmetic thing, they were not supposed to support the bridge.

    Miami bridge that collapsed was a truss design, despite the cosmetic tower, support cables

  27. The construction team needs to play more Pontifex by Anonymous Coward · · Score: 0

    next time.

  28. Re:It was half a bridge, or even less by Anonymous Coward · · Score: 3, Informative

    It was in the process of being constructed, they hadn't got to that bit yet. It was engineered from day 1 to be put up without the supporting pylon. However some things were changed from the initial design.

    AvE does his best to analyse what went wrong.

    https://www.youtube.com/watch?v=ioC61QW7SHQ&t=0s
    https://www.youtube.com/watch?v=KtiTm2dKLgU&t=0s

  29. Re:It was half a bridge, or even less by Anonymous Coward · · Score: 0, Funny

    It was literally supported by something. Which is why it literally didn't collapse literally immediately. That they literally didn't have the final support mechanism literally was part of the plan. They were literally adding the cable support so that the span could support the weight of literally hundreds of people.

  30. Re:It was half a bridge, or even less by thegarbz · · Score: 3, Insightful

    Obviously it wasn't strong enough to span the distance without them

    That isn't obvious at all. That's why we do incident investigations. Just because it's final design was to have cables doesn't mean that during construction this wasn't taken into account. There is a lot of reasons why this incident could have happened.

  31. Re:It was half a bridge, or even less by Anonymous Coward · · Score: 0

    I didn't realize that mechanical engineering involved just looking at something and seeing the obvious reason why something collapsed.

    Imagine this, they KNEW that pylon and support was to added later. Gee, duh. You don't think they planned for that?

    Why do people rush to conclusions when they know nothing?

  32. Nope by ArchieBunker · · Score: 1

    They slide this 950 ton slab onto the pilings and congratulated themselves. Great job of building a suspension bridge without you know the suspension part that holds it up.

    --
    Only the State obtains its revenue by coercion. - Murray Rothbard
    1. Re:Nope by Anonymous Coward · · Score: 0

      It’s not a suspension bridge dumbass.

    2. Re:Nope by ArchieBunker · · Score: 1, Insightful

      Sure looks like one to me http://www.mcm-us.com/projects... you cunt.

      --
      Only the State obtains its revenue by coercion. - Murray Rothbard
    3. Re:Nope by Anonymous Coward · · Score: 0

      That’s because you’re a stupid dumbass. It’s a truss bridge. The center span and cables are decorative. They are not load bearing.

    4. Re:Nope by Anonymous Coward · · Score: 0
    5. Re:Nope by Anonymous Coward · · Score: 0

      Sure looks like one to me http://www.mcm-us.com/projects... you cunt.

      So you think 10's to 100's of engineers and constructors 'forgot' it was a suspension bridge and just put the span in place without suspension? Yes, that is probably what happened, and Trump also did not fuck Stormy Daniels while his wife was home with his new baby. :(

    6. Re:Nope by Anonymous Coward · · Score: 0

      It's a truss bridge. The rest is for high wind support.

    7. Re:Nope by Anonymous Coward · · Score: 0

      Takes one to know one

    8. Re:Nope by Anonymous Coward · · Score: 0

      Well 10s and 100s of engineers sure were wrong about something.

    9. Re:Nope by Anonymous Coward · · Score: 0, Funny

      and Trump also did not fuck Stormy Daniels while his wife was home with his new baby.

      Stormy Daniels is a guy? Did Trump know?

  33. Re: I blame Trump by Anonymous Coward · · Score: 2, Insightful

    Now imagine what would happen if enough people say "Fuck this, I am not voting for any shitty candidate."

    One of the two losers still wins. There is no quorum requirement in American elections.

  34. Re:It was half a bridge, or even less by squiggleslash · · Score: 2

    I doubt it. The span itself weighs 950 tons. It seems improbable they have to add extra support to ensure the bridge can carry an additional 5-10 tons, especially given the usual engineering rule of thumb that you build to support twice the forces you expect.

    ...which means, obviously, why did they need to do any cable tightening to begin with? If it was to ensure the structure that supports the bridge was capable of supporting 1,000 tons, then that suggests it was never safe to begin with, and raises the question of why the road was open while the bridge was up while it was still judged not capable of carrying its own weight.

    --
    You are not alone. This is not normal. None of this is normal.
  35. Construction question by Anonymous Coward · · Score: 0

    Is there any huge advantage to making something out of concrete/rebar when it's designed to handle only foot traffic? I thought concrete was mainly used when you need a large bulky structure to take huge compression loads that would normally make steel too expensive by comparison.

    1. Re:Construction question by nukenerd · · Score: 1

      Is there any huge advantage to making something out of concrete/rebar when it's designed to handle only foot traffic?

      I think this could be a case of style over substance.

    2. Re:Construction question by ColdWetDog · · Score: 1

      Like supporting it's own weight, perhaps?

      --
      Faster! Faster! Faster would be better!
    3. Re:Construction question by mikael · · Score: 1

      This bridge had to withstand hurricane force winds, thunderstorms and salt water erosion, plus not get in the way of traffic

      --
      Vintage computer adverts: http://www.vintageadbrowser.com/computers-and-software-ads
  36. Re:It was half a bridge, or even less by Chris+Mattern · · Score: 1

    You know, you'd be more visible if you didn't post AC.

  37. Re: I blame Trump by Anonymous Coward · · Score: 0

    I voted for Trump.
    Only because he isn't Hillary Clinton.

  38. Cable tightening.. Post Tension Slab by Anonymous Coward · · Score: 5, Informative

    They were tightening the cables that run through the structure - it's called post tension concrete - Concrete is strong in compression but weak in tension, so the idea is to preload the structure with large cables under tension - which squeezes the concrete.
    This is extremely common with slab on grade houses these days.

    If you consider a beam supported between two supports, there's a bending moment - the top is in compression, the bottom is in tension. If you externally apply a force to squeeze the ends together then you can make it so that the bottom is in compression and the top is in even more compression, both of which are easily handled by the concrete.

    In this bridge that is done by cranking cables through the bridge. In something like, say, the Roman Arch, it's done by having massive side supports. In Gothic cathedrals, it's flying buttresses.

    This isn't exactly new engineering - although the details change over time.

    1. Re:Cable tightening.. Post Tension Slab by hey! · · Score: 3, Insightful

      I assume that's what they were up to, but of course a bridge by its nature is more extreme in one direction. It may have had nothing to do with the collapse, it may have caused the collapse.

      People in these situations want fast answers, so they jump to conclusions based on reports of cracks, or cables being tightened. But good answers take time, and it's a fair bet by the time we get good answers the public's curiosity will have waned. Even if the things drawing our attention now are involved, they're embedded in a much more complex scenario than most people have the patience for.

      --
      Post may contain irony: discontinue use if experiencing mood swings, nausea or elevated blood pressure.
    2. Re:Cable tightening.. Post Tension Slab by justthinkit · · Score: 1

      And until they tightened those cables, the truss was weak. P(ost)TC that doesn't get T'd until after the truss is installed is a disaster waiting to happen.

      P(re)TC is the norm.

      They screwed up in how they chose to make/install this truss. Pretty obvious.

      --
      I come here for the love
    3. Re:Cable tightening.. Post Tension Slab by Anonymous Coward · · Score: 0

      Why did they allow cars to drive underneath it? Are they fucking stupid? Hey, let's tighten cables while people walk underneath it, and hope it doesn't crumble to pieces. Brilliant fucking engineers.

    4. Re:Cable tightening.. Post Tension Slab by raftpeople · · Score: 1

      Thanks for the informative post.

    5. Re:Cable tightening.. Post Tension Slab by hey! · · Score: 1

      Well, because the road was a major artery and shutting it down for weeks would cause huge disruptions -- much less shutting it down for months.

      --
      Post may contain irony: discontinue use if experiencing mood swings, nausea or elevated blood pressure.
    6. Re: Cable tightening.. Post Tension Slab by Anonymous Coward · · Score: 0

      Much more inconvenient than having it crush a bunch of people and having a disaster site on you hands for months/years to come...

    7. Re: Cable tightening.. Post Tension Slab by hey! · · Score: 1

      Well, sure if you *know* that's going to happen. That's the trick to planning anything, isn't it? Knowing what's going to happen in the future.

      --
      Post may contain irony: discontinue use if experiencing mood swings, nausea or elevated blood pressure.
    8. Re:Cable tightening.. Post Tension Slab by Anonymous Coward · · Score: 0

      I didn't say they had to shut it down for months. I said why didn't they shut it down *while they worked on it*.

    9. Re:Cable tightening.. Post Tension Slab by minstrelmike · · Score: 1

      That would have been 3-5 days shutdown. That's not possible for major arteries. It would have to be shutdown from the time it hoisted itself into place until the time all the cables, ties and piers were stabilized and connected.

    10. Re: Cable tightening.. Post Tension Slab by Anonymous Coward · · Score: 0

      I suspect based on discussions with my old man who works in prefab concrete ( not on this project). That depending on the cable system used, likly the wedge used to hold the cable failed, by A letting the tension fail or b ripping through the concrete.

    11. Re:Cable tightening.. Post Tension Slab by Headw1nd · · Score: 1

      My guess was it was a problem that was brought about by post-tensioning, and hearing that they were actually doing post tension tightening when it collapsed seems to support that guess. I would imagine they were tightening cables along the top support side when the opposing cables failed and the deck separated.

  39. Concrete vs other materials by Anonymous Coward · · Score: 1

    Concrete is cheap and easy to make withstand things like hurricane winds.
    Other alternatives are steel beam truss (very expensive for the span)
    or some sort of suspension bridge (requires a strong vertical support and often more room for the backstays on the support) - Calatrava's bridge in Chico, CA, or the Golden Gate.

    1. Re:Concrete vs other materials by Anonymous Coward · · Score: 0

      Do you mean the Sundial Bridge in Redding?

    2. Re:Concrete vs other materials by dwywit · · Score: 1

      How about a box girder?

      https://en.wikipedia.org/wiki/...

      --
      They sentenced me to twenty years of boredom
  40. AvE explanation by CptLoRes · · Score: 5, Informative

    The possible explanation to the failure (over tightening of one or more post tension rods) as detailed in this AvE video, seem to make sense. https://www.youtube.com/watch?...

    1. Re:AvE explanation by Mandrel · · Score: 1

      That video claims that the root cause was that a truss beam cracked because the construction firm did not support the ends of the bridge during the move as required by the plans, because there were unexpected obstacles under the end that ultimately triggered the collapse.

    2. Re:AvE explanation by Anonymous Coward · · Score: 0

      The only problem with this is that the single failure of one of those rods shouldn't result in the total failure of the structure. That's simply not how it would have been designed. If there truly is a single failure mode, then allowing traffic under the bridge would be unconscionable.

  41. With authority by Anonymous Coward · · Score: 0

    As a long time player of Bridge Constructor (including stunt version) with over 50% of the achievements I can say with great authority that the bridge should never have been left for too long without the cables. I bet the final investigation turns up someone cutting corners and pocketing money from construction material savings.....

  42. Re:I blame Trump by Anonymous Coward · · Score: 0

    "Hello, I'm an American. As such I have some sort of pathological need to reference my personal political beliefs in every single interaction I have with anyone and anything. No matter how unrelated the discussion at hand is."

    It's more like
    "Hello, I'm a child in America. Because I'm completely uneducated about nearly everything, I have some sort of pathological need to reference my personal political beliefs in every single interaction I have with anyone and anything. No matter how unrelated the discussion at hand is.
    Before the Internet, I could not interrupt the conversations of adults because they could see who I was and send me away until I had actually learned enough to participate in a meaningful way.

  43. Not voting solves nothing by sjbe · · Score: 0, Offtopic

    Now imagine what would happen if enough people say "Fuck this, I am not voting for any shitty candidate."

    What happens it you get Trump or someone similarly repugnant in the White House with a fraction of the people voting. Someone is going to win and some people are always going to vote. If you don't vote then you are just letting someone else vote for you and you might not like what they decide.

  44. Re:I blame Trump by Anonymous Coward · · Score: 0

    Nope. That's what you Europeans come to slashdot to do.

  45. Re:It was half a bridge, or even less by Anonymous Coward · · Score: 1

    If people here listen to personalities first and reason second, they do not deserve the latter.

  46. Re: I blame Trump by KixWooder · · Score: 0

    I voted for Hillary, only because she wasn't Trump.

    --
    I hate fat people.
  47. Re: I blame Trump by Anonymous Coward · · Score: 0

    I have to be pathologically cynical, and don't disagree with the sarcastic sentiment, but this might be an improvement from a significant fraction of the world.

    Why? They would blame the Joos.

  48. Just a thought by Anonymous Coward · · Score: 0

    Maybe the "innovation" was a side product of "realizing" some things can be built in reverse: that bridges don't actually need support structures. "Real engineering" must work inside boring tolerances, sequential construction and safety measures. This is the way software maintenance works today: thanks to the internet we can patch stuff in real time.

  49. I say ... by PPH · · Score: 1

    ... we hire the folks at http://11foot8.com/ to consult on building more robust bridges.

    --
    Have gnu, will travel.
  50. Collapsed FIU Bridge Was Funded by Federal Grant by McGruber · · Score: 5, Informative

    The Reason Foundation has published an article about the bridge was funded by a federal program that has come under repeated fire for awarding money based on politics rather than merit:

    Collapsed FIU Bridge Was Funded by Federal Grant Program Criticized for Shoddy, Politicized Review Process - The TIGER grant program has come under fire for putting politics ahead of technical concerns.

  51. Re: I blame Trump by Anonymous Coward · · Score: 0

    I voted for Gary Johnson, because what is an Aleppo? Is that some sort of goff?

  52. Re:SPTM, SPTM, SPTM... by Anonymous Coward · · Score: 0

    And not to be confused with SMTP (Simple Mail Transfer Protocol).

  53. A good technical look at the cause of failure by rush2049 · · Score: 4, Informative

    AvE over on youtube did a very good commentary on how and why the bridge collapsed. Video 1 (overview): https://www.youtube.com/watch?... Video 2 (technically in depth): https://www.youtube.com/watch?...

  54. Re:It was half a bridge, or even less by Anonymous Coward · · Score: 1

    Mod this up, The AvE analysis covers changes from the original design and the pretensioning cables embedded in the deck that where over tensioned till failure due to those changes as evidenced by what can be seen in the rubble and the video of the collapse. It was made all the worse that they where doing this while there was still traffic going beneath it.

  55. Re: I blame Trump by Anonymous Coward · · Score: 0

    Send xem to Evergreen College, they have a very good "dance your way to algebra" program!

  56. Flubs? by Anonymous Coward · · Score: 0

    Perhaps "fabrication flubs" is not the correct way to describe something that killed people? Crushed and rent limb from limb you say? Bit of a flub, that, eh?

  57. That makes it more tragic by Actually,+I+do+RTFA · · Score: 1

    If 6 people died while we were inventing a new technique that improves construction for a decade, it's a sad growing pain. If 6 people died because of a fuckup in traditional design, it's horrific.

    --
    Your ad here. Ask me how!
  58. Re:It was half a bridge, or even less by Anonymous Coward · · Score: 0

    So's ur mom uhuhuh huhuh huhuhu huuhuhu uhuhuhu

  59. Re:SPTM, SPTM, SPTM... by nnet · · Score: 1

    or SMPTE (Society of Motion Picture and Television Engineers).

  60. Re:SPTM, SPTM, SPTM... by Anonymous Coward · · Score: 0

    The cranes would do absolutely nothing for supporting the 950 ton weight of the bridge, they where only for moving equipment around the site.

  61. Wrong transportation strategy by Max_W · · Score: 1

    In my opinion, it was wrong to keep the road open until the 1000 tons bridge was fully functional and well tested.

    But they could not close the road because there are basically no other modes of transportation. No bicycle routes worth mentioning, no pedestrian alleys, no trams.

    Close the road for two days and the town collapses.

    1. Re:Wrong transportation strategy by MS · · Score: 2

      On March 15th, the road got closed with a wall of concrete rubble. That was more than 2 days ago. Did the town collapse?

  62. Re:It was half a bridge, or even less by rukiddingme · · Score: 1

    "Imagine this, they KNEW that pylon and support was to added later. Gee, duh. You don't think they planned for that?" What is more plausible: The team of engineers and contractors 'forgot' the cable stays, or the people who think they 'forgot' the cable stays are morons?

  63. Re: It was half a bridge, or even less by c6gunner · · Score: 1

    ...which means, obviously, why did they need to do any cable tightening to begin with? If it was to ensure the structure that supports the bridge was capable of supporting 1,000 tons, then that suggests it was never safe to begin with

    No. Concrete under compression behaves much differently than concrete under tension. A concrete span of that length couldn't possibly survive on it's own; gravity would cause the centre to sag more than the ends, which would put a tensile force on it and literally pull the concrete apart. To avoid this you add cables which compress the concrete, eliminating the tension. With the tension gone your span goes from fail-under-its-own-weight mode to being able to support several times it's own weight.

  64. Subpoena time by Anonymous Coward · · Score: 0

    The Florida attorney general needs subpoena all communications and records whether electronic, paper, phone logs, digital, etc from anyone who touched this project including the lunch truck for the construction workers (selling a morning pot hit on the side?) . I fear a mass paper shredding and disk hammering party even as we speak. Unfortunately there is not much that can be done with the mass amnesia that is common in instances of this kind.

  65. Re: I blame Trump by Anonymous Coward · · Score: 0

    When will the rethuglicans let our country pass sensible bridge control? Bridges kill people. The rethuglicans hate you and want bridges to fall on you and kill you. Kill you.

    If only high school students across the nation could spontaneously and without any prompting or outrageous media overhype walk out of class demanding something be done, then we'd get REAL change.

  66. Re:It was half a bridge, or even less by Stormwatch · · Score: 1

    People filter zero-score (where AC posts start) due to shit like GNAA.

  67. Re:It was half a bridge, or even less by pezpunk · · Score: 1

    man you are a fucking moron.

    --
    i could live a little longer in this prison
  68. Great job commenting when u know 0 by Anonymous Coward · · Score: 0

    It may look like one to you, but if you were able to read any of the reporting, you could have learned that it actually was a truss bridge. But that would require a) comprehension skills and b) you passing up an opportunity to be a cunt, which would be something of a break from tradition.

  69. go along to get along (Re: The usual pattern by Anonymous Coward · · Score: 0

    Thats the phrase in gov circles to ensure job survival +/- pleasantly.

    Cannot imagine that if the engineer raised a stink for each crack, that he'd do well on his yearly perf reviews. Sadly, that's not how the world works.

    Lookit both shuttle crashes.

  70. Re:It was half a bridge, or even less by Anonymous Coward · · Score: 0

    The cables that were being tightened were to stress the concrete to the proper level after the move. During the move the bridge was stressed differently.

    It didn't fail because it wasn't designed properly, it is either a manufacturing or installation flaw. The structure didn't fail in the middle due to excess weight, it failed at one end when one truss member failed when the tensioning cable snapped.

  71. Were they sure? by fluffernutter · · Score: 1

    Were they sure EVERYONE working on the project knew it was a truss bridge?

    --
    Laws are rules for the court, but merely a bottom bar to hit for life. Think beyond laws in your actions always.
  72. The best people wren't hired to design... by Anonymous Coward · · Score: 0, Insightful

    or build the bridge. Instead, only woman or minority owned business were picked from. The president of FIU even bragged about that during the ground breaking ceremony. I bet he already regrets saying that.

    1. Re:The best people wren't hired to design... by dev-in-seattle · · Score: 1

      or build the bridge. Instead, only woman or minority owned business were picked from. The president of FIU even bragged about that during the ground breaking ceremony. I bet he already regrets saying that.

      Your comments look like the rantings of an angry white male. First, we don't know that was true, second why cast aspersions at someone because of their sex. You know nothing about that. How about if you said that about a black engineer? It would be obvious racism. Somehow you don't seem to see that. See AvE on youtube for a breakdown. It looks very clear it was a problem with assembly, where they had to move something and weren't able to adjust it. By the way, there appear to only be men standing in front of it, working on it, leading the team. Nothing wrong with men, I'm one myself. But your comment looks doubly idiotic.

  73. Re:It was half a bridge, or even less by sexconker · · Score: 1

    I read at -1, showing all posts. I'd still like to suck on some of that dick, though. I hope I'm not ineligible.

  74. What happened? by nsaspook · · Score: 1
    --
    In GOD we trust, all others we monitor.
  75. Road Traffic Induced Seismic harmonic stress by Anonymous Coward · · Score: 0

    Was potential harmonic stress from seismic vibration induced by road traffic adequately accounted for?

  76. Re: I blame Trump by JaredOfEuropa · · Score: 1

    I thought corporate taxes in the US were insanely high, compared to Europe for instance. Or is this a classic case of high taxes and numerous loopholes that are only available to a happy few megacorps?

    --
    If construction was anything like programming, an incorrectly fitted lock would bring down the entire building...
  77. Re: I blame Trump by Anonymous Coward · · Score: 0

    I voted for Hillary because she has a vagina.. And it's gross.

  78. Crowdsourced verdict for the reasons why by cwatts · · Score: 1

    One of my favorite youtube personalities has a couple interesting things to say about this, and presents a well reasoned conclusion....

    https://www.youtube.com/watch?...
    and
    https://www.youtube.com/watch?...

    I don't know many details about this canadian fellow but he's he's no idiot and funny af.

    enjoy...

    --
    chris watts íë¦ìS ì(TM)ì
  79. Re: It was half a bridge, or even less by squiggleslash · · Score: 1

    With the tension gone your span goes from fail-under-its-own-weight mode to being able to support several times it's own weight.

    In other words, if the cable tightening were to ensure the structure that supports the bridge was capable of supporting 1,000 tons, then that suggests it was never safe to begin with.

    --
    You are not alone. This is not normal. None of this is normal.
  80. Re:It was half a bridge, or even less by dgatwood · · Score: 1

    I would argue that there should be enough cable redundancy so that one or two failures wouldn't bring down the whole bridge, which IMO makes it at least partially a design issue, too, but....

    --

    Check out my sci-fi/humor trilogy at PatriotsBooks.

  81. Re: I blame Trump by Anonymous Coward · · Score: 0

    Full of cheese.

  82. Re:I blame Trump by William+Baric · · Score: 1, Insightful

    It's not even about political beliefs anymore. It's about emotions, and more specifically virtue signaling. And it's not only with Americans, it's with most people living in Western societies, particularly white people. "Hello, I live in the West, I'm white, let me virtue signal."

  83. Re:Collapsed FIU Bridge Was Funded by Federal Gran by Anonymous Coward · · Score: 0

    In other words, the blood is still wet on the pavement, but we're already hard at work on the most important issue: figuring out how to blame eveything on the political party we don't like.

  84. It had to look pretty... by Anonymous Coward · · Score: 0

    ...it needed a woman's touch.

    https://squawker.org/culture-wars/a-female-led-construction-company-built-the-florida-bridge-that-collapsed/

  85. Must be China made cheap bridge by Anonymous Coward · · Score: 0

    We have imported all kinds of cheap, no quality stuff from China

    Someone must have save a buck by buying this cheap, pre-cracked bridge from China, too !

  86. this is a lot of todo about nothing by Anonymous Coward · · Score: 0

    The bridge was put in to active service before it was even complete. The required suspension system was literally not even there. Oh know, great scam! Even a toddler would have recognized this problem. There are too many idiots in this world.

  87. Idiots by Anonymous Coward · · Score: 0

    This is what happens when today's "engineers" design with form-before-function approach.

  88. russians hacked it by Anonymous Coward · · Score: 0

    Putin made bridge to collapse and kill fellow americans

  89. Re:It was half a bridge, or even less by cwsumner · · Score: 1

    It was not a cable-stayed bridge. It's a truss. See my other posts for details. Hopefully, someone can mod them up for visibility. Thanks in advance!

    They claimed it was a struss, and not a suspension bridge. They lied-by-telling-the-truth, it is not a truss. Look at the struts ... carefully!
        8-)

  90. Sounds like something got installed upside-down... by Anonymous Coward · · Score: 0

    In Ontario, there was a case of a rather large pre-fabricated bridge having part of it installed upside-down.
    https://www.thestar.com/news/gta/2016/12/16/pickering-pedestrian-bridge-contractor-strikes-back-against-auditor-generals-report.html

    Simply put, if the installed span was inverted, the stresses would easily destroy the integrity of the bridge, and it would fail. Likely, in a spectacular way.

    Not specifically saying that was indeed the case, but it wouldn't be a first, if it was the problem.

    Either way, the failure should be squarely on the contractor, and not the buyer. After all, they paid for a functional and sound product, and that is what is supposed to be delivered. Any fallout and subsequent cleanup, should be covered by the contractor at their expense. If they were cutting corners, or underestimated the costs, too bad for them. The buyer shouldn't have to suffer and pay out extra.

    It's a crying shame that governmental contract work never follows that simple procedure, though. Cost overruns are rampant, and it's always the taxpayer that ends up on the hook for it.

  91. And so, if you have a brain and any ethics... by Anonymous Coward · · Score: 0

    You ASSUME that the cause could be the worst possible factor until you know for sure, especially when public safety is concerned!
    It's really not that complicated. Even if it holds up the project by a day or a week, or a year, of might result in your boss getting fired, you're basically NEVER wrong to err on the side of safety if any reasonable suspicion of actual risk exists.

    1. Re:And so, if you have a brain and any ethics... by HiThere · · Score: 1

      Cracks are so common you can't do that or you could never build a bridge. And an internal flaw is likely impossible to detect. Sometimes you can detect it with an xray, or sound test, but not always.

      OTOH, further down the thread it looks as if someone has come up with a plausible reason having to do with over tensioning a support member.

      --

      I think we've pushed this "anyone can grow up to be president" thing too far.
  92. I am not an engineer by Anonymous Coward · · Score: 0

    But...

    That bridge looked absurdly over-engineered to me.

    Why is a pedestrian bridge made out of tons and tons of concrete? Wouldn't a suspension bridge of steel wire and wood planking have worked. It would have been much light and not crushed cars should it have failed.

  93. FTFY by Anonymous Coward · · Score: 0

    If 6 people died, it's horrific.

       

  94. Re:Feminism again graces engineering by Anonymous Coward · · Score: 0
  95. If by Anonymous Coward · · Score: 0

    If the culprit it white, he/she will rot for life in jail.
    If not, the authorities will find an excuse to blame a white somewhere.

  96. Fla. Bridge Collapse by Anonymous Coward · · Score: 0

    Are we now going to hear from the gun-control crowd that we need more "bridge control" ?

  97. Re:Feminism again graces engineering by Anonymous Coward · · Score: 0

    Just because you found it on the internet doesn’t mean it’s real.

  98. Re:It was half a bridge, or even less by Anonymous Coward · · Score: 0

    You reek of DAMAGE CONTROL.

  99. Re: I blame Trump by Marxist+Hacker+42 · · Score: 1

    We had good will? Way back in the 1990s, I thought BILL Clinton squandered all of that with his reality show and response to the beginning of WWII by blowing up a couple of tents with cruise missiles (for those who haven't noticed, WWIII started with the bombing of the USS Cole and has been accelerating ever since; but the United States Government has been *very* careful to hide our involvement and culpability for it).

    --
    SJW: a person who perceives an injustice, and while correcting it, commits a greater injustice.
  100. Re:Collapsed FIU Bridge Was Funded by Federal Gran by jsrjsr · · Score: 1

    Reason is usually pretty even-handed in placing blame on both Republicans and Democrats. They've also been known to blame private companies as well. There is probably plenty to go around in this instance.

  101. Re:Collapsed FIU Bridge Was Funded by Federal Gran by danbert8 · · Score: 1

    It was a federal grant for improving transportation. It would have only improved pedestrian transportation for students at a single university. Hardly an appropriate use of federal funds... In addition, it was a massively over-expensive artistic bridge instead of a simple, practical one. But hey, I guess you need a gateway to the expensive luxury apartments for those broke college students saddled with unsustainable debt right?
    http://myinvestmentbrokers.com...

    --
    Yes it's an anecdote! Were you expecting original research in a Slashdot comment?