Effect of Salt Additives on Concrete Degradation (Phase II): Executive Summary
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Effect of Salt Additives on Concrete Degradation (Phase II): Executive Summary
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1995-02
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Minnesota Department of Transportation
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Report
Abstract
This research builds on a previous investigation, which found that corrosion-inhibitor-added deicing salts caused
degradation of concrete by both anions and cations. The latest research phase looked at methods to detect the
chemical reactions between concrete and corrosion-inhibitor-added deicing salts, and to determine the chemical
compositions of the precipitates formed by chemical reactions between concrete and the corrosion-inhibitor-added
deicing salts.
The research led to the following conclusions:
* a simple method was developed for the detection of chemical reactions between deicing chemicals and
concrete;
* the results provided clear evidence of the chemical reactions between concrete and the corrosion-inhibitoradded
deicing salts;
* the different amounts of precipitates (chemical reaction products) found in the test cells were dependent on
the type and concentration of corrosion-inhibitor-added deicing salts;
* precipitates formed by chemical reactions between deicing chemicals and concrete were identified by using
chemical analysis, scanning electron microscopy, and X-ray diffraction analysis;
* and precipitates were calcium and/or magnesium phosphates as a major component, and gypsum as a minor
component.
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MnDOT 96-10
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Minnesota Department of Transportation
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Jang, Ji-Won; Iwasaki, Iwao; Weiblen, Paul. (1995). Effect of Salt Additives on Concrete Degradation (Phase II): Executive Summary. Retrieved from the University Digital Conservancy, https://hdl.handle.net/11299/155351.
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