barto5

barto5 t1_iyspw6g wrote

I’m actually in the business.

You’re in the business of spouting uninformed opinion.

Keep trying though. You might accidentally say something smart. (Hasn’t happened yet, but I guess anything is possible).

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barto5 t1_iyolhsd wrote

It is. But bell bottom piers are not suitable for all applications and the amount of excavation required for a bell bottom pier might very well undermine the column you’re trying to stabilize.

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barto5 t1_iyol5j8 wrote

Yes, I have.

The most likely explanation is unstable soils. Clay based soils shrink and swell with every wet / dry cycle. This sort of cyclical movement often leads to settlement.

And the location of the column in relationship to the surrounding soil has far more to do with how the column moves than the gate does.

And I’m not your average ordinary dullard. I’m a foundation repair professional with over 15 years in the business.

What are your credentials to support your ill founded opinion?

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barto5 t1_iyoiyiz wrote

> and it will most likely stop subsiding

What are you basing this prediction on?

From op’s post we know the column settled. He adjusted the hinge to compensate, and now it’s settled even further.

What gives you any reason to think it’s just going to stop moving on it’s own?

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barto5 t1_iyohl3f wrote

Install 2 steel piers beneath the footing to lift and stabilize it.

Depending on where you are located, it should cost between $2 and $4 thousand dollars.

It’s not a diy fix but it works.

And don’t believe the guy that said the whole hill is subsiding. That’s possible, but it’s far more likely to simply be settlement.

Read on line reviews and hire the right company. A good foundation repair contractor should be able to do this in a day.

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barto5 t1_iyoh0zl wrote

Mudjacking is a term. It’s not the right term for this though.

What op described is known as PolyFoam injection.

It accomplishes the same thing as mudjacking but it’s a completely different process.

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