WWTEng
Structural
- Nov 2, 2011
- 391
I have not dealt with cold weather concreting too often. Now I have a situation that the contractor want to start pouring early tomorrow (slab on grade) when the temp is supposed to be around 25 F, but then it is supposed to raise up to mid 40s. The next two days look good with low forecasted at 37 and highs in the 50s.
So my question is, other then following the typical guidelines for cold weather concerting (ground not froze, no snow on ground, aggregates and water being heated, using a non-chloride accelerator), should I be concerned about any other issues. The contractor has obviously dealt with similar situation many times in the past so he is experienced with cold weather concreting. Also, is there a minimum temperature below which they should not pour concrete?
So my question is, other then following the typical guidelines for cold weather concerting (ground not froze, no snow on ground, aggregates and water being heated, using a non-chloride accelerator), should I be concerned about any other issues. The contractor has obviously dealt with similar situation many times in the past so he is experienced with cold weather concreting. Also, is there a minimum temperature below which they should not pour concrete?