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Roger Gerber Send User a Message
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Since: 3/17/2008


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4/6/2008
10:49:16 AM 
Fly ash in Concrete

I just read Lew Migliore's article on fly ash in concrete. Page three of his column "The Commercial Report".


Beware Of Dangerous Situations

 


Just wondering if anyone has any comments.



Last Edited 4/6/2008
10:51:17 AM


Edited by Admin 4/6/2008
1:04:37 PM

David Kern Send User a Message
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Since: 2/20/2008


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4/6/2008
11:00:06 AM 

Lew told me that this topic has created a firestorm. There are going to be discussions taking place shortly with all parties (concrete industry, flooring industry, etc...) involved.

This should prove very interesting.


Roger Gerber Send User a Message
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4/6/2008
11:06:19 AM 

I know that Fritz Tile is actually making SLC and trowelable underlayment and patch material out of fly ash.

If adhesives won't stick to it why would they make it?


David Kern Send User a Message
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4/6/2008
11:12:44 AM 

quote:
I know that Fritz Tile is actually making SLC and trowelable underlayment and patch material out of fly ash.

If adhesives won't stick to it why would they make it?



I think this is going to be one of those 'The more we find out, the less we know' scenarios. If there isn't some alignment with adhesive manufacturers, this has the potential to become the largest ISSUE facing industry in general since asbestos.

Stay tuned...



Last Edited 4/6/2008
11:14:30 AM

Darian Brown Send User a Message
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4/6/2008
11:28:03 AM 

I read this here the other day what a great read it was. David thank you for working so hard at keeping this industry up to date.



Last Edited 4/6/2008
11:28:34 AM

Darian Brown Send User a Message
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4/7/2008
12:10:21 AM 

Firestorm is right fly ash is being used for fillers in carpet to.


Ray Darrah Send User a Message
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4/7/2008
6:16:24 AM 

Fly ash has been added to concrete to increase the acids that resist Alkali Silica Reaction (ASR) but also results in the concrete being brittle. It increases cracking.

Not taking away anything from Lew here, but these same concrete issues have been with us since "forever" and now it is simply being re-hashed again.

Remember the responsibility of the Concrete Industry:
Pour a slab that meets the strength and density of the specifier.

Additives to concrete have the purpose of increasing strength and/or increasing 30 day strength/density or 60/90 day strength or adding to plasticity (more pumpable)....

Over-use or adding too much Fly Ash to meet strength is the problem.. Fly Ash is cheaper than cement, and competition drives the concrete mix.
Fly Ash does make concrete more pumpable and increases strength but like anything else.. "a little is good and too much is not good".
http://www.flyash.com/

Fly ash is a fine, glass-like powder recovered from gases created by coal-fired electric power generation. U.S. power plants produce millions of tons of fly ash annually, which is usually dumped in landfills. Fly ash is an inexpensive replacement for portland cement used in concrete, while it actually improves strength, segregation, and ease of pumping of the concrete. Fly ash is also used as an ingredient in brick, block, paving, and structural fills.

Fly ash concrete was first used in the U.S. in 1929 for the Hoover Dam, where engineers found that it allowed for less total cement. It is now used across the country. Consisting mostly of silica, alumina and iron, fly ash is a pozzolan--a substance containing aluminous and silicious material that forms cement in the presence of water.
http://www.toolbase.org/Technology-Inventory/Foundations/fly-ash-concrete


Ray Darrah Send User a Message
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4/7/2008
6:20:03 AM 

more of the article:

Although the Federal government has been using the material for decades, smaller and residential contractors are less familiar with fly ash concrete. Competition from portland cement is one consideration. Because fly ash comes from various operations in different regions, its mineral makeup may not be consistent; this may cause its properties to vary, depending on the quality control of the manufacturer. There are some concerns about freeze/thaw performance and a tendency to effloresce, especially when used as a complete replacement for portland cement.

The Clean Air Act of 1990 requires power plants to cut nitric oxide emissions. To do so, plants restrict oxygen, resulting in high-carbon fly ash, which must be reprocessed for cement production. Thus, fly ash could be less available or more costly in the future. Researchers at Brown University are studying why the high-carbon ash doesn't work for cement, and other treatment options.


Darian Brown Send User a Message
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4/7/2008
10:48:06 AM 

Let me see if I'm getting this. The use's of fly ash is helping us by getting ridded of waste in our land fields it also help our air and with global worming. It also take less water and less concrete. It also helps with blocking moister and dries cooler so less cracks. It has been used for years with minimal problems.

Now if I'm getting this right the problems come into play because we need more done for the all reasons above. The first problem is at the plants where they are collecting the fly ash. When charcoal is heat up at different tempters at different manufacturing plants some plants are run leaner than others causing slightly different in the fly ash. Then the fly ash is sent out to a manufacturing plant that mix them together this could have infect on the product it self. Making it slightly different than the product that they first started with.

Then there's the demanded factor for more concrete and other things. There could be miscalculation in the rush to get it out to the job sites by concrete manufacturs like software programs or human problems with the mixtures.



I hope I'm not way off base here.



Last Edited 4/7/2008
12:39:20 PM

Ray Darrah Send User a Message
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4/7/2008
4:33:42 PM 

The key problem with EXCESSIVE add-mixes is "Efflorescence".. this is alkali leeching out of the concrete.

Too much fly ash results in the alkali moving to the top of the slab with vapor emissions...

Nothing wrong with Fly Ash when used in proper amounts............. But when you start using fly ash to REPLACE cement;;;; then we have a problem.. It's original intent was to add an ingrediant to the concrete mix that fought off ASR (Alkali Silica Reaction) and increase strength at a low cost.......

Where have we heard this before??

x


Darian Brown Send User a Message
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4/7/2008
6:24:13 PM 

So is this installer problem or building owners? I know why not blame the retailer for it. Come on concrete Manufacturers are still charging for it why not finish the job. Bottom line concrete Manufacturers need to make ever effort to inshore there product is up to standers.



Last Edited 4/7/2008
6:25:12 PM

Ray Darrah Send User a Message
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4/7/2008
9:13:44 PM 
The answers are:


Darian, the bidder or estimator needs to perform pH and moisture tests before the installers show up on the job.

I don't understand why so many dealers leave it to the installers !! The testing should be performed before the installation is scheduled !! Then the installers should have a moisture meter to use to make sure the slab is within tolerances.... Cover their be-hinds Smile


Darian Brown Send User a Message
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4/7/2008
10:10:21 PM 

Ray now I’m confused. I did not think there was a test for fly ash. Fly Ash is a carbon residue material so you're going to have to be extra vigilant and aware of what type of concrete is being used on new builds and involved from the beginning and you got to request the components of the concrete. So are you saying that ph is the way to test for fly ash.


Ray Darrah Send User a Message
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4/7/2008
10:48:24 PM 

Darian,
No reason to be confused.

You won't know what the concrete mix is. You won't know if there is fly ash, calcium choride, plasticizers or accelerators added to the mix.

So you test for pH and moisture to see if the RESULTING slab is within our adhesive tolerances of 5 to 9....

Concrete has an illness::::: high pH and excessive vapor emissions..

People get ill they have a high temperature and maybe diarrea.

we may not know what caused the high pH or the High Fever, but we know there is an illness..


Roland Thompson Send User a Message
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4/7/2008
11:35:48 PM 

The industry a few years back came up with the White Paper that stated it was not the installers responsablity to test the substrate and it was backed by the WFCA but I don't think it ever took hold. I will try and find my copy.

FD


Darian Brown Send User a Message
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4/7/2008
11:38:52 PM 

Ray , let get this right as long as I do the ph test and moister test provided the test results pass then it is a go. The fly ash will not effected my glue in any way.

Am I getting this right


Darian Brown Send User a Message
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4/7/2008
11:46:15 PM 

http://www.wfca-pro.org/pdf/MoistureWhitePaper.pdf


Roland Thompson Send User a Message
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4/7/2008
11:53:11 PM 

Thanks Darian.


Darian Brown Send User a Message
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4/8/2008
12:06:59 AM 

I think Now is the time to start using the White Paper. Tomorrow is to late. http://www.wfca-pro.org/pdf/MoistureWhitePaper.pdf


Any time Roland we are all here for the same reason to share and learn know one knows it all so I keep learning all the knowledge I can.

Thank you all.



Last Edited 4/8/2008
12:09:31 AM

Roger Gerber Send User a Message
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4/8/2008
7:25:10 AM 

{Ray , let get this right as long as I do the ph test and moister test provided the test results pass then it is a go. The fly ash will not effected my glue in any way.

Am I getting this right }

Darian, that has been the commonly held thought. Moisture test below 3lbs, pH less than 9=DO IT. But Lew has published this article disagreeing with that idea. So according to David there is going to be some dialogue on this.

Should be very interesting.



Last Edited 4/8/2008
7:26:15 AM

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