ᐅ When do potential damages to the foundation slab typically become apparent?
Created on: 19 Apr 2017 10:28
S
StockheimS
Stockheim19 Apr 2017 10:28Hello everyone,
If a freshly poured slab is exposed to low temperatures, frost damage is said to occur. Is there an approximate timeframe for when such damage would become visible — if it happens at all?
Currently, our slab is being poured, and outside the temperature is just a few degrees Celsius above freezing. At night, it sometimes drops to around -2°C or -3°C (28°F or 27°F).
According to the construction workers, this shouldn’t cause any problems, but I can’t quite shake my concerns.
Best regards
If a freshly poured slab is exposed to low temperatures, frost damage is said to occur. Is there an approximate timeframe for when such damage would become visible — if it happens at all?
Currently, our slab is being poured, and outside the temperature is just a few degrees Celsius above freezing. At night, it sometimes drops to around -2°C or -3°C (28°F or 27°F).
According to the construction workers, this shouldn’t cause any problems, but I can’t quite shake my concerns.
Best regards
Unfortunately, your question cannot be answered definitively. Of course, frost and moisture can cause long-term damage; however, it depends much more on how carefully your construction company works. A similar or identical question has been asked and discussed in this forum.
I hope I was able to help!
I hope I was able to help!
S
Stockheim19 Apr 2017 10:47Thank you for the quick response. Unfortunately, the link doesn’t work – I keep getting a page loading error.
Could you please check the link again or send it via private message?
Could you please check the link again or send it via private message?
Hello "Stockheim".
It would become dangerous if the freshly poured concrete slab were to freeze. In that case, there would indeed be significant strength losses in the concrete.
But!
We are dealing here with a massive component. And at 2-3°C (28-37°F) below zero, a slab cannot possibly reach a temperature below 0°C (32°F) within just one night. That means: it definitely cannot and will not freeze.
However, the strength of concrete results from a chemical reaction between the mixing water and cement. And the speed of this reaction is, as we remember from chemistry class, temperature-dependent.
This delay in curing happens not only with concrete but also with all reactive resins that are exposed to low temperatures immediately after application.
With cement and water, however, the reaction will resume as soon as the temperature rises.
In my opinion, there is no need to "get spooked" in your case.
---------------------------
Regards, Klaus
It would become dangerous if the freshly poured concrete slab were to freeze. In that case, there would indeed be significant strength losses in the concrete.
But!
We are dealing here with a massive component. And at 2-3°C (28-37°F) below zero, a slab cannot possibly reach a temperature below 0°C (32°F) within just one night. That means: it definitely cannot and will not freeze.
However, the strength of concrete results from a chemical reaction between the mixing water and cement. And the speed of this reaction is, as we remember from chemistry class, temperature-dependent.
This delay in curing happens not only with concrete but also with all reactive resins that are exposed to low temperatures immediately after application.
With cement and water, however, the reaction will resume as soon as the temperature rises.
In my opinion, there is no need to "get spooked" in your case.
---------------------------
Regards, Klaus
S
Stockheim20 Apr 2017 08:32Ok, then I’m relieved! I looked under the vapor barrier this morning and took a photo. These white spots are probably caused by the hardening process, right?
Is there any standard that specifies the allowable tolerance for a concrete slab? I was at the construction site yesterday and noticed that the formwork didn’t hold properly in one area. The slab is not completely straight there but has a slight bulge. Attached are 2 photos showing this.



Is there any standard that specifies the allowable tolerance for a concrete slab? I was at the construction site yesterday and noticed that the formwork didn’t hold properly in one area. The slab is not completely straight there but has a slight bulge. Attached are 2 photos showing this.
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