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Breaking: Bridge Collapse in Minneapolis
KSTP TV 5/ME | 8/1/07 | Me

Posted on 08/01/2007 4:28:27 PM PDT by ButThreeLeftsDo

Just turned on the news. 35W bridge collapsed in the Mississippi River. Cars, trucks, semis.....

Fires burning, tanker trucks, at least one school bus, more than ten cars......

Just now breaking.......


TOPICS: Breaking News; News/Current Events; US: Minnesota
KEYWORDS: 35w; bridge; bridgecollapse; bridges; btld; collapse; corrosion; engineering; infrastructure; jihad; minneapolis; mosques; mothman; prayerforminnesotans; rust; slownewsday; terroristattack; transportation; twincitiescell
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To: LUV W

I would love to see you there!!!


2,451 posted on 08/02/2007 9:47:20 PM PDT by trussell (Prayer is good for the soul)
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To: LUV W

“All over the country.....”

I received an e-mail from a friend’s daughter, this morning.

She’s stationed at Kabul, Afghanistan.

She wanted to know if WE were OK.

Whatta Gal!!!!


2,452 posted on 08/02/2007 9:49:42 PM PDT by ButThreeLeftsDo (Tracking The "Flyin' Imams" since 11/20/06)
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To: Colonel_Flagg

It’s the least I can do...wish it were even more.

It is unfortunate that the leaders of the state and the
media have chosen to make this into a circus of the most
hideous kind!

(((hugs)))...and prayers for all Minnesotans tonight!


2,453 posted on 08/02/2007 9:50:32 PM PDT by LUV W (Thompson)
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To: ButThreeLeftsDo

It is reassuring to hear things like that.

God bless ALL Minnesotans.


2,454 posted on 08/02/2007 9:51:45 PM PDT by LUV W (Thompson)
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To: trussell

Maybe you will some day! :D


2,455 posted on 08/02/2007 9:52:18 PM PDT by LUV W (Thompson)
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To: ButThreeLeftsDo

Wow....I am without words that our heroes are thinking
about things here when they are the ones on the front lines.


2,456 posted on 08/02/2007 9:53:37 PM PDT by LUV W (Thompson)
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To: LUV W

I would really like it.


2,457 posted on 08/02/2007 9:54:20 PM PDT by trussell (Prayer is good for the soul)
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To: LUV W

She is absolutely amazing.

She got it from her Mom and Dad.

Great Americans!!!


2,458 posted on 08/02/2007 9:57:34 PM PDT by ButThreeLeftsDo (Tracking The "Flyin' Imams" since 11/20/06)
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To: trussell

We’ll just have to see what happens! :D


2,459 posted on 08/02/2007 10:03:07 PM PDT by LUV W (Thompson)
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To: LUV W

Did I tell you that I have already had 2 agents contact me about openings?


2,460 posted on 08/02/2007 10:05:30 PM PDT by trussell (Prayer is good for the soul)
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To: GeoPie

Yeah, just heard that on the top of the hour news from Fox News Radio.

Just eight missing. The intel must be better, now.


2,461 posted on 08/02/2007 10:05:57 PM PDT by ButThreeLeftsDo (Tracking The "Flyin' Imams" since 11/20/06)
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To: ButThreeLeftsDo

Minnesota nice!

Thank her from a Texas lady for her service to our country!


2,462 posted on 08/02/2007 10:06:30 PM PDT by LUV W (Thompson)
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To: trussell

I believe you did! That’s good news...very promising!


2,463 posted on 08/02/2007 10:09:13 PM PDT by LUV W (Thompson)
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To: Eye of Unk; concretebob; Lady Jag; jeffers; wagglebee; Milwaukee_Guy
This is all I can make out of that SE king post. The rest of the beams from the SE truss from that point are just in a pile and I can't see where they go from these pics. The bottom chord seems to have broke, or the the rivets/plate holding it gave. I think that was the beginning of the catastrophic event that brought the thing down. The king post buckled once that occurred. The truss section containing the SW king post is intact and popped off the post. That road bed was just under a lot of tension when the bottom cord popped loose at that resting pad. The top chord would have gone from compression to tension very quickly at the top of the SE king post.

Once the king post buckled a little, that expansion joint above would tear loose, popping pins across the joint, from SE to SE very fast. That would result in the fall seen in the video and reported as "the center falling, or dropping out". So the fatigue was in the bottom chord, or the elements of the chord attachment at the SE pad.

Here's the before for ref.


2,464 posted on 08/02/2007 10:23:08 PM PDT by spunkets ("Freedom is about authority", Rudy Giuliani, gun grabber)
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To: spunkets
"popping pins across the joint, from SE to SE very fast."

That's SE to SW...

2,465 posted on 08/02/2007 10:36:23 PM PDT by spunkets ("Freedom is about authority", Rudy Giuliani, gun grabber)
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To: Colonel_Flagg

Good evening C_F! Prayers for all in the area affected by this tragedy.


2,466 posted on 08/02/2007 10:49:44 PM PDT by trussell (Prayer is good for the soul)
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To: jim_trent; Straight Vermonter

When the center span came down it was tipped slightly side to side, as you suggest, but it was also tipped end to end, south end first, by the video. As far as the main span goes, it’s pretty clear that whatever failed affected the south set of cantilevers first. You can see the north cantilevers flex and then snap, just south of the north piers, and the northern approach span sits there several seconds before rocking back shoreward and collapsing.

However, it’s hard to see in the photo, but the southbound semi truck that burned did so because he went head on into a near vertical section of road deck, supported on one end, tilting down to ground on the river end. You can see it in the photo I posted, right next to the school bus.

From a different angle, it’s clear that the north end of that vertical slab sits under the approach span that the bus and semi sit on. The flat slab the semi is on rests on the hood of an SUV which was northbound, and another northbound vehicle smashed head on into the end of the slab the semi and bus rest on.

Probability says that the triggering failure occurred in the first span to fall, in other words, the bottom of the debris stack.

There are two main bridge components at this level. One is the southeast cantilever superstructure, the other is the north end of the approach span referred to above. The failure of a single member in either of these assemblies could have initiated the collapse progression.

However, if the trigger had been the approach span, it left the intervening approach span suspended in place while the south end of the center span beat it to the ground. The same is true if the southeast cantilever of the center span failed first. The “bottom of the stack” sits both north and south of a span which is not at the bottom of the stack. The slab the semi and bus are on probably failed laterin the sequence.

Given this, it makes sense for the larger structure to fail first, because it would send bigger ripples across the intervening approach span to drop the next adjacent span than if the sequence occurred in the opposite direction. If the approach span failed first, the tail would be wagging the dog. Further still, half the tail would be wagging a very large dog, because the south end of the near vertical span appears to rest on its original supports. Obviously this is not conclusive, just playing the odds here. The failure of a big section of bridge is more likely to shake loose a much much smaller section of bridge, after jumping over a section which failed later in the sequence, than the other way around.

From that point, just about any member of the southeast cantilever could have initiated the collapse, but very rapidly, the failure transferred considerable load to the kingpost of the southeast cantilever, which was unable to maintain integrity and buckled. That’s what initiated the major collapse sequence, because as you have noted earlier, there are considerable point loads at each of those four main piers, and of the four, the imagery suggests that the southeast kingpost failed first. Because the southwest cantilever kingpost is largely intact and visually straight, the lateral stringers and diagonal braces between the two had to let go early on to allow the southeast kingpost to crumple.

Because the center span fell without significant deflection, no major curves in the road surface visible in the video, it is safe to assume that whatever failed was out of sight to the right of the camera’s view, in other words, towards the middle or the southern end of the southeast cantilever structure. I mean, it’s possible the connecting pin between the two eastern cantilevers failed, or any other point on the east side, and the north kingpost was better able to resist the additional loading that its southern counterpart, but much less likely since the load transfers would have been progressive and as yoi p[osted, there wasn’t redundancy in the structure. If a tension member had failed out in the mainspan, I’d expect to see it, then adjacent panels fail progressively towards both ends, but the video doesn’t support this.

Putting it all together reduces the possibilities to two main groups.

1. One or more members in the approach span two south of the main south piers failed, triggering collapse of the north end of that span, inducing through shock, vibration or load transfer, greater than design loads on the southeast cantilever, which failed, bringing down most of the rest of the bridge.

2. One or more members failed very close to the southeast pier, either in the main cantilever assembly, or in the lateral bracing system. The video indicates that the triggering failure propbably wasn’t very close to midspan, That leaves the river side close to the southeast pier, and the entirety of the counterbalancing shore side of the cantilever assembly.

Of these two, I favor the second, because of the “wag the dog by remote control” discussion above. Naturally, any part of this chain of observations could be wrong. Sometimes things bounce when they hit the ground, and end up on top of other things which fell later in the sequence. But the odds and imagery generally support this conclusion, and until they fine tooth comb every piece of steel from the debris, that’s about all we have to work with.


2,467 posted on 08/02/2007 11:24:50 PM PDT by jeffers
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To: Eye of Unk

Eye of
Unk wrote:
I wonder what would happen if it was found to be cutting torch marks at the critical stress points,
anybody can buy a portable cutting torch.

***********************

While it’s true that anyone can rent a torch, cutting steel isn’t a low profile operation, and you don’t just whisk through three quarter or inch thick plates like a knife through butter either.

It takes a good while to get a puddle of molten steel going, and then mishandling of the jet or residual water in adjacent concrete can blow that puddle in all directions like a Fourth of July sparkling fountain.

Except once, when I was headfirst down a Sonitube light standard concrete form cutting rebar, I don’t think I’ve ever cut steel that the whole jobsite didn’t know about. It’s not something you’re likely to get away with on the sly.


2,468 posted on 08/02/2007 11:34:51 PM PDT by jeffers
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To: spunkets; Eye of Unk; concretebob; Lady Jag; jeffers; wagglebee; Milwaukee_Guy; jim_trent; ...

Excellent catch from that first pic. I had seen that, but before one i posted earlier, and did not catch the much better view of the buckled kingpost.

Good eye!

Important to note, the bottom chord of a cantilever usually isn’t in tension. Think teeter-totter. Raise the seat board with a vertical strut (kingpost), then run a diagonal from the fulcrum to each end of the seat board (topchord). The top chord should remain in static tension, while the kingpost and both diagonal braces are in compression.

I’m sure you alread know this, but for others, a cantilever is basically a balancing act. From the center of one span to the center of the next is just an upside down triangle, balanced on the piers in its middle. Sometimes, the shore end of a cantilever is weighted or fixed by a large concrete counterweight. Sometimes, each end is just attached to the floatinjg end of another cantilever.

Something’s been bugging me about that first pic, and I just realized what it is. The road deck shoreward of the pier is intact, while towards centerspan, it’s vaporized. Starting to speculate here, that the trigger could well have been right in that area, just north of the southeast pier.

Take a look at the bottom chord and bridge foot assembly on the west side cantilever in your second image.

You see what I see? Corrosion, new paint, patchwork steel, something, almost all the way out to the next strut? I’d expect the cantileverassewmblies to weather and age in pairs. If the other side looked like that before the collapse...


2,469 posted on 08/03/2007 12:11:44 AM PDT by jeffers
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To: jeffers; jim_trent

Having had 24 hours to look at the photos and video it seems almost certain that the bridge failed in the section in the image at #2464. More specifically I think it has to be that left kingpost.

While the investigators might find subtle differences from what has been suggested here I doubt that we are far off.


2,470 posted on 08/03/2007 12:49:07 AM PDT by Straight Vermonter (Posting from deep behind the Maple Curtain)
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To: Straight Vermonter

I think it happened right in that area, but I’m just not comfortable with a trigger failure being attributed a member under compression.

I’m probably prejudiced on this, because each member is engineered based on what type forces it is expected wot withstand, but my gut likes tension failures first, shear and torsion tied for second place, and compression failures last.

That said, the discoloration on the other side at that location tells me that something was going on in the bottom chord, or that something had gone on in the past at that location. Frankly, the transverse dark brown lines near the northern end of the western beam look like either joints or cracks. That’s not a great place for a joint, much less so for a crack, and I don’t see other joints in other members showing that color either.

We’re approaching the edge of granularity here, in what we can discern from the available imagery, but I’m reasonably confident we aren’t on the wrong end of the bridge. Feel free to ping me when more develops, whether that is later today or a year from now, and I’ll return the favor if I turn anything up. I’m very much interested in getting deeper into this, but recognize the likelihood we’ll have to wait a long time for definitive answers.


2,471 posted on 08/03/2007 3:53:56 AM PDT by jeffers
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To: spunkets

Nice annotations and analysis.


2,472 posted on 08/03/2007 4:00:28 AM PDT by bvw
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To: jeffers

Let me throw in my two cents here. First off I supervise a large concrete batching facility in central Alaska, I also drive a large mixer truck on occasions. We had just recently an order to deliver concrete onto a similar two lane type of bridge spanning a large river 60 miles north of me, the length is similar, the bridge was built in the mid 60’s. the project was reinforcing the king post pillars against massive floes of ice and an earthquake improvement project of the area around the king posts as like the 35 bridge. One thing I definately noticed at one time and it literally had everybody looking around like it was an earthquake was when I had to re-mix my load of 44,000 lbs. of concrete and I had the drum rotating at high speed and it set up a sympathetic vibration through the bridge almost like the episode of Mythbusters where at a certain frequency the whole bridge shook and was bouncing big time and that is what was happening. I am really serious about this, the bridge in MI has two lanes of bumper to bumper slow traffic but there was also construction equipment working and there may have been a condition of a different type of natural frequency and set up a vibration that found a literal weak link. like breaking step in marching across a bridge.

I am betting on this scenario only because its been proven that you can set up a vibration if you find that certain resonance and I experiance one just this spring under nearly exact conditions.


2,473 posted on 08/03/2007 4:19:16 AM PDT by Eye of Unk
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To: spunkets
That's repeated after ever bridge collapse that's been mentioned and I looked at on these threads.

My final cliche of the day: time will tell...

2,474 posted on 08/03/2007 4:59:49 AM PDT by Aquinasfan (When you find "Sola Scriptura" in the Bible, let me know)
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To: jeffers

I will have to find some complete “before” pictures too look at, but it looked like a conventional truss type bridge to me. The only thing that is unusual about it is that the road deck was on top rather than along the bottom like normal. I am unsure what your use of the word “cantilever” means in this case.

Anyway, I have no expertise in this particular bridge, just engineering observations. After the final report on the collapse, we may all be wrong. BTW, I do agree that the failure was probably near, but not at, one of the supports.


2,475 posted on 08/03/2007 5:01:57 AM PDT by jim_trent
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To: bvw

Bridge piers generally don’t float. River beds are by definition “bedrock”.


2,476 posted on 08/03/2007 5:03:57 AM PDT by bert (K.E. N.P. +12 . Happiness is a down sleeping bag)
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To: RS

They can have my 1978 Camaro when they pry it from my cold dead hands....


2,477 posted on 08/03/2007 5:12:10 AM PDT by Dead Corpse (What would a free man do?)
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To: spunkets

That works - the video makes it appear that the top chord failed first but that could have been secondary to the pin failure.

BTW - lots of corrosion on the bottom chord at the pier in the before picture.


2,478 posted on 08/03/2007 5:13:53 AM PDT by spanalot
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To: Eye of Unk
Just my two cents worth,

The complete, total and uniform failure of the center span is difficult to reconcile. One might expect the span to fall to one side or to fall to one end. The center span sits on only four bearings. Being of non-redundant cantilever construction the other sections were not self supporting and also failed when the center span gave way.

The real time video clearly shows a nearly uniform failure of the entire center section. What is amazing is that both ends of the bridge detach at almost the same time.
http://www.youtube.com/watch?v=EjCic0YlJwQ

The critical points appear to be the four bearings that the center section sits on. If just one bearing moves or breaks a collapse will occur.

Here is my scenario

- Steel corrosion of the trusses and especially the bearings weakens the steel trusses and creates misalignment of the bearings.
- Cold weather reduces the ability of the steel to flex which induces cyclic fatigue stress cracks. (Hoan bridge failure in 2000)
- De-icing of the bridge deck with various corrosive agents further attacks the steel and the bearings.
- Recent spate of high temperatures and poor maintenance of the expansion joints results in the expansion joints being “locked up”.
- Lane closures, stationary traffic and repaving equipment creates an asymmetrical load on the bearings.

With some or all of the expansion joints clogged with dirt and debris a tremendous load is building across the top of the bridge. This unplanned top loading is creating excessive stress in some areas of the bridge and actually relieving stress on other components of the bridge. Asymmetrical loading due to the lane reductions is further contributing to the uneven loading of the bridges and misalignment of the bearings. Distribution of heavy trucks and construction vehicles on one end and or side of the bridge further contribute. Some or all bearings are not sitting in full contact in their pockets. At this point a bearing or truss support which has been weakened by corrosion and stress cracks has a catastrophic failure. Other trusses or bearings let go within a fraction of a second and the whole center section falls to the river in one piece.

Eye of Unk makes an interesting observation regarding the construction vehicles and harmonics. Very interesting.

Lastly, I also think we are going to hear a lot more about expansion joints.

2,479 posted on 08/03/2007 5:44:11 AM PDT by Milwaukee_Guy (Don't hit them between the eyes. Hit them right -in- the eyes!)
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To: All
Minneapolis, July 30, 2007

Jury selection begins in Elzahabi trial.

This dude was arrested in 2004.

Just don't want to be too quick with the "terrorism" impossibility.

There are a few articles on this guy that are worth reading and pondering.

2,480 posted on 08/03/2007 6:22:24 AM PDT by Sacajaweau ("The Cracker" will be renamed "The Crapper")
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To: jeffers
While it’s true that anyone can rent a torch, cutting steel isn’t a low profile operation, and you don’t just whisk through three quarter or inch thick plates like a knife through butter either.

How about if somebody used thermite? (nice video here )

2,481 posted on 08/03/2007 6:26:03 AM PDT by PapaBear3625
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To: spanalot

Yes I noted those rust stains.


2,482 posted on 08/03/2007 7:04:52 AM PDT by spunkets ("Freedom is about authority", Rudy Giuliani, gun grabber)
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To: jeffers; spunkets

I agree, those are excellent pictures and great explanations.

As far as the conspiracy theorists go, it’s time that they acknowledge that this couldn’t be anything other than massive and catastrophic structural failure.


2,483 posted on 08/03/2007 7:11:34 AM PDT by wagglebee ("A political party cannot be all things to all people." -- Ronald Reagan, 3/1/75)
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To: spunkets

Not much of a connection there - one would expect large gussett plates there - front and back.


2,484 posted on 08/03/2007 7:13:02 AM PDT by spanalot
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To: jeffers

What if you were dressed to look as if you belonged to a construction/pot hole repair crew, and because of that, no one gave you a second thought?

I know TPTB *KNOW* terrorism wasn’t ‘involved’ in this (”Rigggggggggggghhhhhhhhhhhhhhttt!”/Dr. Evil off), but my tinfoil hat is still firmly in place. Too many ‘coincidences’ for my liking. :-(

May God watch over those involved in the recovery effort and keep them safe, and may God give comfort to those who lost loved ones or were injured in this. :*(


2,485 posted on 08/03/2007 7:22:34 AM PDT by pillut48 (CJ in TX --Soccer Mom, Bible Thumper and Proud to be an American! RUN, FRED, RUN!!!)
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To: jeffers
Thanks.

The road bed is supported by trusses. Those trusses are used instead of plates to reduce weight. A truss is essentially a plate that contains no shear. The bridge has fixed points at both ends where it hits the earth, so it's not free at the ends. A cantilever is free to move up and down at one end. The top and bottom chords of the bridge can only move in expansion and contraction, so this is a mix of fixed ends and simple support. I included this fig to illustrate the forces just for the thread.

"The road deck shoreward of the pier is intact, while towards centerspan, it’s vaporized."

That came from the road bed flexing back and forth considerably when the SE side fell. The rebar from that is all drawn out and extends into the river. Concrete isn't any good in tention, so it just crumbled. What didn't go up in the air as dust slid down the embankment into the river.

Yes, both sides at the pad had notable rust stains.

2,486 posted on 08/03/2007 7:26:03 AM PDT by spunkets ("Freedom is about authority", Rudy Giuliani, gun grabber)
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To: PapaBear3625
or powdered magnesium in a paste.
Wouldn't take long to fry a web or flange.
Sabotage or terrorism is way down the list of possible causes, given the real-time conditions.
There was enough going on on that bridge to create a cumlative effect.
Too much stuff in one spot, on a bridge that already had a less than 50% safety rating.
2,487 posted on 08/03/2007 7:29:10 AM PDT by concretebob (I'm NOT pro-war, I'm ANTI - TERRORIST)
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To: Eye of Unk

So, given what you’re saying- the combination of the train going under the bridge and the jackhammer we keep hearing about- could have an effect...


2,488 posted on 08/03/2007 7:32:04 AM PDT by SE Mom (Proud mom of an Iraq war combat vet -Fred'08)
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To: spunkets

Wow.


2,489 posted on 08/03/2007 7:35:59 AM PDT by freepertoo
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To: spunkets; jeffers; Milwaukee_Guy
I have taken sometime to catch up reading this thread on the tragedy in Minneapolis. I want to thank the three of you (and others along the thread) for posting your explanations (hypothosis) of what you think happened...and by explaining (to the non-engineer like me) how a bridge 'works' and how a bridge can fail. Thank you for sharing your expertise...

As I drive over and under bridges around here, I will be looking at them in a whole new way.

2,490 posted on 08/03/2007 7:40:49 AM PDT by PennsylvaniaMom (Just because you're paranoid doesn't mean THEY aren't out to get you...)
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To: MinnesotaLibertarian; terilyn

Okay fine. So we’ve now established that Minn. - St. Paul is no Dearborn, Michigan.

Let me ask you: In the Muslim neighborhoods of Minn. - St. Paul, are the street signs in Arabic? Are they in Arabic with no English subtitles? (I’m not comparing the Chinatown street signs — here in DC and in NYC, they are in Chinese with smaller English subtitles in the bottom of the signs).


2,491 posted on 08/03/2007 7:42:31 AM PDT by SilvieWaldorfMD (I'm Puerto Rican, but I ain't no "Welfare Queen"!)
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To: spanalot
"Not much of a connection there - one would expect large gussett plates there - front and back. "

Yes, I think that and the post does look small for all the weight above it. Considering that it's over 25 years old and they've already found fatigue and reinforced sections with added plates, I'd especially expect them there.

2,492 posted on 08/03/2007 7:43:12 AM PDT by spunkets ("Freedom is about authority", Rudy Giuliani, gun grabber)
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To: bert
River beds are by definition “bedrock”.

depends on where they are geograpically.
Ideally, yes, the steel piles or auger cast piles (A hole drilled in the ground and filled with concrete, also called caissons), are taken to rock or "driven to refusal".
However, not all bedrock is lying close enough to the surface to do this. Thats why we have geo-structural engineers to determine bearing capacity and how big the cassions (Auger cast piles) have to be and how deep they have to go to hit adequate bearing.
This was not a foundation issue.
This was a structural/mechanical failure. Either anchor bolts failed or the brige was point loaded beyond design capacity, which is frankly irelevant due to the construction/repair work.It's referred to as "moments". Time and distance travelled. It may only be a fraction of an inch of travel and milliseconds of time, but it's going on constantly, and if it's interuppted for any reason, it can be catastrophic.

2,493 posted on 08/03/2007 7:45:46 AM PDT by concretebob (I'm NOT pro-war, I'm ANTI - TERRORIST)
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To: ButThreeLeftsDo

Big picture question..
This crossing had 2 spans.
One is collapsed. The other is standing but looks to be the same construction, is it in any danger?


2,494 posted on 08/03/2007 7:48:08 AM PDT by HereInTheHeartland (Never bring a knife to a gun fight, or a Democrat to do serious work...)
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To: concretebob

The bridge structure is a truss with bolted connections. It is very likely that one bolted connection failed leading to progressive overloading of other connections.

Since the vertical truss components are still standing it is unlikely an anchor bolt failure.


2,495 posted on 08/03/2007 7:52:27 AM PDT by bert (K.E. N.P. +12 . Happiness is a down sleeping bag)
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To: spunkets

Had a teacher of excellence for mechanics. Wish I had kept my books.


2,496 posted on 08/03/2007 7:58:18 AM PDT by Sacajaweau ("The Cracker" will be renamed "The Crapper")
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To: PennsylvaniaMom; freepertoo
You're welcome.

"As I drive over and under bridges around here, I will be looking at them in a whole new way."

Just hope the local bridge inspector, or engineers in charge does a good job.

2,497 posted on 08/03/2007 8:01:05 AM PDT by spunkets ("Freedom is about authority", Rudy Giuliani, gun grabber)
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To: concretebob

Thanks for the info. Another thing that people need to remember is that Minneapolis routinely has temperatures below zero in the winter and highs in the nineties in the summer. These extremes lead to even more expansion and contraction than normal which will serve to weaken the steel.

This is an enormous tragedy, but it is not terrorism.


2,498 posted on 08/03/2007 8:02:29 AM PDT by wagglebee ("A political party cannot be all things to all people." -- Ronald Reagan, 3/1/75)
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To: HereInTheHeartland

Actually, the bridge next to the collapsed one is of completely different construction. It looks like a concrete arch bridge from the 20’s or 30’s. It was probably the original bridge and was two way until the collapsed bridge was built and they were divided into one-way traffic for each bridge.


2,499 posted on 08/03/2007 8:05:32 AM PDT by jim_trent
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To: Lijahsbubbe

I pronounce it that way as well.

Years ago, I lived in both New York and just outside of Baltimore. I was teased ruthlessly for my pronunciation of roof and root, not to mention my use of “pop”. Though, they all did say that I do not have the Minnesoooota accent very much. It was just certain words.

I haven’t turned back. Well, lately, I have relaxed and now say “pop”.;^) However, I refuse—REFUSE—to pronounce Karaoke -Ka-rokey. That just irritates me. I don’t know why. :^D


2,500 posted on 08/03/2007 8:07:49 AM PDT by Shelayne (I will continue to pray for President Bush and my country, as I am commanded to do by my Lord.)
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