Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

RE: Concrete (Slab on Grade) Curing

[Subject Prev][Subject Next][Thread Prev][Thread Next]

The worst cracking I have ever witnessed was on a cool autumn day.  The
problem was that the humidity was almost nothing.  

The best cure is a wet cure, but it is more expensive.  

A fog cure has some advantages because you can start the fog earlier, but if
it is windy you will need some screens.  

Next on the list of favorites is the plastic.  I would suggest that the
surface be hosed down before the plastic is placed.  

Lastly is the liquid membrane cure because it is not as effective.  The
advantage is it is the cheapest.  The problem is that you can get voids in
the coverage.  If you do use a liquid applied membrane, use 2 applications.
Have the surface sprayed in one direction at about half the rate of
coverage, then provide a second application 90 degrees to the first one.  

Harold O. Sprague

> -----Original Message-----
> From:	Lundy, Andrew [SMTP:lundy(--nospam--at)]
> Sent:	Monday, September 09, 2002 1:07 PM
> To:	'seaint(--nospam--at)'
> Subject:	Concrete (Slab on Grade) Curing
> What methods do you guys generally use for slab on grade concrete curing??
> Wet curing??  Curing Compound??  Covering with Plastic??  What are the
> "pitfalls" of each that one should look out for??
> Where I work we have always specified wet curing or covering with plastic.
> On Friday, we had a pour on a very warm (mid-90's), sunny, day.  The
> methods
> that we spec'd "seemed" as though they were inadequate due to the
> temperatures.
> In Iowa, we occasionally pour concrete when it's in the 100's and
> sometimes
> when it's near freezing.  I'm just curious as to what the more experienced
> use (and any specific things to avoid...besides not pouring when it's
> hotter
> than snot out :-).
> P.S.  I didn't find a lot of information on the subject in the archives.
> Thanks in advance
> Andrew Lundy - EIT

******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at:
*   This email was sent to you via Structural Engineers 
*   Association of Southern California (SEAOSC) server. To 
*   subscribe (no fee) or UnSubscribe, please go to:
*   Questions to seaint-ad(--nospam--at) Remember, any email you 
*   send to the list is public domain and may be re-posted 
*   without your permission. Make sure you visit our web 
*   site at: 
******* ****** ****** ****** ******* ****** ****** ********