Van Dam, T., & Peshkin, D. (2009). Concrete aggregate durability study (Report No. FHWA-AZ-09-575). Arizona. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/18291
Van Dam, Thomas and David Peshkin. Concrete aggregate durability study. Report no. FHWA-AZ-09-575. Arizona. Department of Transportation, 2009. https://rosap.ntl.bts.gov/view/dot/18291.
Van Dam, Thomas, and David Peshkin Concrete aggregate durability study. Arizona. Department of Transportation, 2009, Report no. FHWA-AZ-09-575, ROSA P. https://rosap.ntl.bts.gov/view/dot/18291.
There are many factors that affect the durability of Portland cement concrete (PCC), including the mix design and the
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materials used, the quality of construction, and the environment. Durability is not an intrinsic property of the concrete, but
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instead is related to how the material interacts with the environment. Durability-related deterioration is referred to as
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materials-related distress (MRD). Common MRDs include those caused by physical processes, such as freezing and
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thawing, or chemical processes, such as alkali-silica reactivity (ASR) and sulfate attack. This research project was
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undertaken to determine whether concrete used in the ADOT system is experiencing, or is potentially susceptible to, ASR or
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sulfate attack, and if so, to what degree.
Van Dam, T., & Peshkin, D. (2009). Concrete aggregate durability study (Report No. FHWA-AZ-09-575). Arizona. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/18291
Van Dam, Thomas and David Peshkin. Concrete aggregate durability study. Report no. FHWA-AZ-09-575. Arizona. Department of Transportation, 2009. https://rosap.ntl.bts.gov/view/dot/18291.
Van Dam, Thomas, and David Peshkin Concrete aggregate durability study. Arizona. Department of Transportation, 2009, Report no. FHWA-AZ-09-575, ROSA P. https://rosap.ntl.bts.gov/view/dot/18291.
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