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Cement & Concrete Technology Home > FAQs > Type of Cement for Concrete Countertops

Q: We are planning to build a concrete countertop. Can you tell me which type of cement to use for this application? I’ve heard that Type II is best.


A: The recommendation to use a Type II cement for countertop construction is usually based on the premise that concrete with a Type II cement will have lower shrinkage potential and, therefore, lower cracking potential. While there may be slight variations in shrinkage potential between cements from different manufacturers and between cement types, it is of little practical value to limit the cement type based on this fact.

As can be seen in the figure below, the shrinkage potential of a plain concrete mixture (no reinforcement) typically ranges between 600 millionths to 790 millionths. The spread of shrinkage data for concrete mixtures is similar across the cement types. For small dimension projects that have little restraint in service like countertops, cement type is probably not of critical importance.In general, if Type II is available locally in bags, use it; if not, a Type I or a Type III cement should give close to the same results.




To reduce the potential for cracking, it is probably of greater importance that the concrete be properly cured. Concrete gains strength when it has adequate moisture, temperature, and time. Maintaining the moisture content of the concrete for curing has the added benefit of extending the time at which drying shrinkage takes place. If the concrete is allowed to begin to dry in the first few days after it has been cast, it shrinks, producing tensile stresses that can cause cracking if the concrete still has low strength. However, if the moisture is maintained in the concrete, the shrinkage takes place later in the life of the concrete, after it has developed additional strength. This allows it to better resist the tensile stresses that cause cracking. With this in mind, it may be more important to maintain the moisture in the countertop for a period of 7 days to reduce cracking potential than it is to be overly particular about cement type.

 
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