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re: I-40 MEM bridge a bit serious

Posted on 5/13/21 at 8:32 am to
Posted by junkfunky
Member since Jan 2011
33891 posts
Posted on 5/13/21 at 8:32 am to
quote:

How is it that there’s so much stress on that beam that it cracks it clean through, but then it doesn’t move an inch after breaking?



Redundancy is called for by code, I think. Done plenty of trusses but no bridges but I'm pretty sure about that.

quote:

Vibration and a flawed beam are all I got. The fact that it’s next to a bracket that likely doesn’t flex might mean vibration?


That should be accounted for. The highest stress in that member is just on either side of the connection so I'm thinking it wasn't designed to carry the loads it received.

Eta:

I didn't even notice the footing. That does look like it torqued the structure and caused a torsional shear.
This post was edited on 5/13/21 at 8:40 am
Posted by ljhog
Lake Jackson, Tx.
Member since Apr 2009
19067 posts
Posted on 5/13/21 at 9:48 am to
Weld it up and get on with it.
Posted by puse01
Member since Sep 2011
3742 posts
Posted on 5/13/21 at 10:32 am to
(no message)
This post was edited on 11/15/21 at 2:16 pm
Posted by Sid in Lakeshore
Member since Oct 2008
41956 posts
Posted on 5/13/21 at 10:52 am to
quote:

This repair can be done very easily and quickly by simply adding splice plates on all four sides. Get some plate, mag drills, and bolts patch that mfker and go on with life.


Yikes. I hope you are not in charge of bridge repairs anywhere...........
Posted by udtiger
Over your left shoulder
Member since Nov 2006
98760 posts
Posted on 5/13/21 at 10:52 am to
quote:

OR it may be a good indicator that some actual structural component has already failed that is not noticeable without more intrusive examination.



this is what I am thinking
Posted by LSU2NO
Baton Rouge
Member since Oct 2007
1923 posts
Posted on 5/13/21 at 10:59 am to
quote:

There are a whole lot of other suspension rods that are holding the beam in position, so it can't move much. It's fairly serious, but I think they can repair it pretty fast. The part of the structure that really bears the weight is over the top.
It seems to me that the footing under that pillar has sunk slightly and caused a twist. The suspension rods are still doing their job though.


True, for now.

However, additional stress is now shifted to other areas of the bridge that was not meant for the beams and suspension rods. Now you have to have an integrity check of the parts of the bridge that compensated for the flawed beam.
Off the top of my head, I would look at the beam that is parallel to the sheared beam.
Posted by Bjorn Cyborg
Member since Sep 2016
26769 posts
Posted on 5/13/21 at 11:04 am to
quote:

Get some plate, mag drills, and bolts patch that mfker and go on with life.


My first thought as well. Unless there is an additional issue that caused this break.

Also, why is this affecting river traffic?
Posted by Lsutigerturner
Member since Dec 2016
5795 posts
Posted on 5/13/21 at 11:07 am to
There is some major rust on that. I would think this has been noted before and ignored or not a priority. Wonder what the other issues on the bridge were priority bc I don't think that looks new.
Posted by auggie
Opelika, Alabama
Member since Aug 2013
27945 posts
Posted on 5/13/21 at 11:43 am to
quote:

Off the top of my head, I would look at the beam that is parallel to the sheared beam.

I don't think those are actually considered "beams", meaning they aren't load bearing. The load bearing beams are up above those and should be heavy I-beams, that are in shorter segments and bolted together.
I think the broken part is heavy square tubing and is hollow inside, it's more like bracing to help hold things square. As long as they can make sure that pillar is stabilized, I think they can scab and weld that piece back up and be done.
Posted by weadjust
Member since Aug 2012
15098 posts
Posted on 5/13/21 at 12:00 pm to
quote:

How is it that there’s so much stress on that beam that it cracks it clean through, but then it doesn’t move an inch after breaking?


Looks like it moved 3-4" inches in this pic

This post was edited on 5/13/21 at 12:01 pm
Posted by auggie
Opelika, Alabama
Member since Aug 2013
27945 posts
Posted on 5/13/21 at 12:06 pm to
If it's moving around easily, I think that's really a good thing. I bet it was cool this morning, out in the breeze over the river.
Posted by GoT1de
Alabama
Member since Aug 2009
5041 posts
Posted on 5/13/21 at 12:26 pm to
quote:

Why didn't Trump get an infrastructure bill through? He sure as hell campaigned on it.


Perhaps, the 4 years of daily ridiculous impeachment investigations might not have been what this country needed?
Posted by BobBoucher
Member since Jan 2008
16730 posts
Posted on 5/13/21 at 12:28 pm to
quote:

Looks like it moved 3-4" inches in this pic


Agreed. Having a baw on the beam for scale certainly helps.
Posted by Taxing Authority
Houston
Member since Feb 2010
57228 posts
Posted on 5/13/21 at 12:32 pm to
quote:

Why didn't Trump get an infrastructure bill through?
Constant impeachment distraction. The HofR had one focus. It wasn't on their job.
Posted by Taxing Authority
Houston
Member since Feb 2010
57228 posts
Posted on 5/13/21 at 12:34 pm to
quote:

The highest stress in that member is just on either side of the connection so I'm thinking it wasn't designed to carry the loads it received.
It's a weird place for a break.
Posted by Jake88
Member since Apr 2005
68218 posts
Posted on 5/13/21 at 12:49 pm to
quote:


Some TN DOT bridge inspectors have a lot of explaining to do
Waiting for the push to pass the Infrastructure Bill that contains 33% of its money for actual infrastructure.
Posted by CamdenTiger
Member since Aug 2009
62434 posts
Posted on 5/13/21 at 12:53 pm to
Flex seal, and forget it
Posted by BobBoucher
Member since Jan 2008
16730 posts
Posted on 5/13/21 at 12:58 pm to
quote:

Flex seal, and forget it


What happened to duct tape?
This post was edited on 5/13/21 at 12:58 pm
Posted by BobBoucher
Member since Jan 2008
16730 posts
Posted on 5/13/21 at 1:00 pm to
quote:

The highest stress in that member is just on either side of the connection so I'm thinking it wasn't designed to carry the loads it received.


It's a weird place for a break.



I think if it was caused by overload and heavy stress, it would have been displaced more after the break.

The odd placement, next to a ridged bracket, makes me think it’s vibration/resonance related.
This post was edited on 5/13/21 at 1:01 pm
Posted by dakarx
Member since Sep 2018
6839 posts
Posted on 5/13/21 at 1:02 pm to
Send Bubba over there with his Lincoln 220 and some vice grips... have her good-as-new in a couple hours.
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