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FLOOR SLAB MOISTURE/VAPOR PROTECTION <br />Floor slab design relative to moisture /vapor protection should consider the type and location of two elements, a granular layer <br />and a vapor membrane (vapor retarder, water resistant barrier or vapor barrier). in the following sections; the pros and cons of <br />the possible options regarding these elements will be presented, such that you and your specifier can make an engineering <br />decision based on the benefits and costs of the choices. <br />GRANULAR LAYER <br />In American Concrete Institute (ACI) 302.1 -96, a' base material" is recommended, rather than the conventional cleaner "sand <br />cushion" material. The manual maintains that clean sand (common "cushion" sand) is difficult to compact and maintain until <br />concrete placement is complete. ACI recommends a clean, fine graded material (with at least 10% to 30% of particles passing a <br /># 100 sieve) which is not contaminated with clay, silt or organic material. We refer you to ACI 302.1 -96 for additional details <br />regarding the requirements for the base material. <br />In cases where potential static water levels or significant perched water sources appear near or above the floor slab, an <br />underfloor drainage system may be needed wherein a draintile system is placed within a thicker clean sand or gravel layer. <br />Such a system should be properly engineered depending on subgrade soil types an rate/head or water inflow. <br />VAPOR MEMBRANE <br />The need for a vapor membrane depends on whether the floor slab will have a vapor sensitive covering, will have vapor <br />sensitive items stored on the slab, or if the space above the slab will be a humidity controlled area. If the project does not have <br />this vapor sensitivity or moisture control need, placement of a vapor membrane may not be necessary. Your decision will then <br />relate to whether to use the ACI base material or a conventional sand cushion layer. However, if any of the above sensitivity <br />issues apply, placement of a vapor membrane is recommended. Some floor covering systems (adhesives and flooring materials) <br />require a vapor membrane to maintain a specified maximum slab moisture content as a condition of their warranty. <br />VAPOR MEMBRANE /GRANULAR LAYER PLACEMENT <br />A nutnberr of issues should be considered when deciding whether to place the vapor membrane above or below the granular <br />layer. The benefits of placing the slab on a granular layer, with the vapor membrane placed below the granular layer, include <br />reduction of the following: <br />• Slab curling during the curing and drying process. <br />• Time of bleeding, which allows for quicker finishing. <br />• Vapor membrane puncturing. <br />• Surface blistering or delamination caused by an extended bleeding period. <br />• Cracking caused by plastic or drying shrinkage. <br />The benefits of placing the vapor membrane over the granular layer include the following: <br />• The moisture emission rate is achieved faster. <br />• Eliminates a potential water reservoir within the granular layer above the membrane. <br />• Provides a "slip surface ", thereby reducing slab restraint and the associated random cracking. <br />If a membrane is to be used in conjunction with a granular layer, the approach recommended depends on slab usage and the <br />construction schedule. The vapor membrane should be placed above the granular layer when: <br />• Vapor sensitive floor covering systems are used to vapor sensitive items will be directly placed on the slab. <br />• The area will be humidity controlled, but the slab will be placed before the building is enclosed and sealed from rail. <br />• Required by a floor covering manufacturer's system warranty. <br />The vapor membrane should be placed below the granular layer when: <br />• Used in humidity controlled area (without vapor sensitive coverings /stored items), with the roof membrane in place, <br />and the building enclosed to the point where the precipitation will not intrude into the slab area. Considerations <br />should be given to slight sloping of the membrane to edges where draintile or other disposal methods can alleviate <br />potential water sources, such as pipe or roof leaks, foundation wall damp proofing failure, fire sprinkler system <br />activation, etc. <br />There may be cases where membrane placement may have a detrimental effect on the subgrade support system (e.g., expansive <br />soils). In these cases, you decision will need to weigh the cost of subgrade options and the performance risks. <br />- 3 6 - <br />