cwigg66
Civil/Environmental
- Feb 1, 2006
- 30
I am in the process of pouring a containment area in Mississippi. The slab (60'x70') is to be poured this week, with temperatures hovering around freezing at night and daytime highs around 45 degrees. My contractor would like to add 2% calcium chloride to the mixture. This slab cannot have construction joints, only contraction joints every 12 feet or so, and a fear that shrinkage cracking will be an issue with the calcium chloride. The slab is reinforced with uncoated rebar (#5). Will the calcium chloride create a corrosion problem in the steel, and if so, what should I substitute instead of the calcium chloride to allow cold weather placement. Thanks all.
C
C