Topics: Concrete, Water pollution, Stormwater Pages: 11 (3462 words) Published: December 13, 2012

The Practical Application and Economic and Environmental
Benefits of Pervious Concrete

Pervious concrete pavement is one of the leading materials used by the concrete industry in effecting significant “Green” industry practices and is recognized as a Best Management Practice by the U.S. Environmental Protection Agency (EPA) for providing pollution control, storm water management and sustainable development. The increased interest in pervious concrete is due to those benefits in storm water management and sustainable development. This paper will provide technical information on the application, mixture design and construction methods of pervious concrete. It will also discuss many of the environmental and economic benefits of using pervious concrete.

Pervious concrete is a zero-slump, open-graded material consisting of hydraulic cement, coarse aggregate, admixtures and water. Because pervious concrete contains little or no fine aggregates such as sand, it is sometimes referred to as “no-fines” concrete. When the cement and water are combined, it forms a paste that binds the coarse aggregate together in a hardened product with connected pores that allow water to pass through easily. The pores can range from 0.08 to 0.32 inches (2 to 8 mm), and the void content usually ranges from 15% to 25% with compressive strengths of 400 to 4000 psi (2.8 to 28 MPa). However, strengths of 600 psi to 1500 psa (2.8 to 10 MPa) are more common. Many of the void spaces are interconnected, forming channels that let water and air pass through the pavement. The draining rate of pervious concrete pavement will vary with aggregate size and density of the mixture, but will generally fall within the range of 2 to 18 gallons/minute/foot2 (81 to 730 liters/minute/m2). The density and flow rate depends on the properties and proportions of the materials used. Therefore, mix designs must take into account the different aggregates used in each geographic locality.

As mentioned above, pervious concrete uses the same materials as conventional concrete, except that there is usually little to no fine aggregate. The quality, proportions and mixing techniques affect many of the properties of pervious concrete, in particular the void structure and the strength. Freshly mixed pervious should be plastic and capable of being shaped like modeling clay when squeezed by hand. It should hold its shape without slumping. Aggregate

The size of the coarse aggregate used is kept fairly uniform in size (most common is size 89, or 3/8 inch) to minimize surface roughness and for a better aesthetic. The use of the pervious concrete will dictate the size of the aggregate used, and sizes can vary from ¼-inch to ½-inch (6.35mm-12.7mm) in size. Aggregate can be rounded like gravel or angular like crushed stone and still make for a good mixture. The decision about the best aggregate for any project is usually a joint decision between the producer and the contractor. Part of that decision-making process has to do with the compaction equipment, the availability of materials, the production capabilities and economic concerns. It is good to remember that rounded aggregate requires less compactive effort than angular aggregate, and can produce higher strength pervious concrete. Water

Water that is potable is generally fine for use in the mix. Coarse aggregate should be kept damp before batching, especially if the weather is very hot with low humidity in order to ensure consistency and uniformity from batch to batch of plastic pervious concrete. If the aggregate is too dry before being mixed, the mixture will not place or compact well. But excess free water on aggregates contributes to the overall mixing water and will create a wet, soupy mix in which the paste flows off, and the voids are filled. Water to cement ratios should be between 0.27 and 0.30 including...
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