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Summer 1996 Issue

Vapor Barriers and Concrete:
Not Always a Good Mix

Vapor barriers are commonly used under concrete floors to protect against moisture migration into buildings, but improper use or installation of such barriers can result in a variety of problems.

During the curing process, water bleeds out of newly placed concrete. In the presence of a vapor barrier, typically polyethylene sheeting, water which might normally migrate downward is forced upward. This prolongs the bleed time and increases the amount of water that collects at the surface. Excessive bleedwater leads to a weaker concrete surface.

Vapor barriers also intensify problems associated with differences in the drying and setting times between the surface and base of the concrete, and with concrete finishing operations, such as:

  • Differential drying times can cause concrete slabs to warp or curl.
  • Along with the normal shrinkage that occurs as concrete dries, differential setting times and surface moisture evaporation can cause cracking.
  • As the increased bleedwater is forced to the surface, chemical reactions between cement alkalis and aggregates are concentrated at the surface. These reactions can cause popouts.
  • Finishing concrete in the presence of bleedwater on the surface can result in a soft, chalking surface.
  • Finishing during differential setting conditions can help activate surface blistering.
  • Differential setting and inappropriate timing of finishing can precipitate surface scaling.
Tips for the Best Results
To minimize these kinds of problems, several courses of action are available. Of course, the most fundamental consideration is whether a vapor barrier is even needed.

Generally, a vapor barrier is unnecessary if the building site has no soil moisture problems, or if it has good drainage and the water table is normally well below the floor elevation. In such if the floor coverings and adhesives are cases, if the floor coverings and adhesives are not moisture sensitive, a compacted layer of granular fill at least four inches thick may be used instead of a vapor barrier.

A vapor barrier may be needed if a nonporous sealer or coating will be applied to the concrete, or if the flooring and adhesives are moisture sensitive. A barrier should also be considered if merchandise, supplies or equipment that can be damaged by moisture will be in direct contact with the floor for extended periods of time.

When a vapor barrier is used, a layer of damp sand at least 3 inches thick on top of the barrier will allow a downward path for bleedwater. This will reduce moisture accumulation and chemical reactions at the surface.

As for the concrete, the mixture should contain a cement factor of at least 5.5 bags/cu. yd. Air-entertainment - 3%-5% air content for interior applications, and at least 5.5% outdoors -- will reduce the amount of bleedwater. Use of a water-reducing admixture will reduce the mix water content.

Finally, concrete should be placed at the lowest practical slump and allowed an extended period of moist curing to prevent surface drying. Premature drying may cause the slab to curl.

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