Schenk, R. U. (1986). Ice-Melting Characteristics of Calcium Magnesium Acetate (Report No. FHWA-RD-86-005). United States. Department of Transportation. Federal Highway Administration. https://rosap.ntl.bts.gov/view/dot/68420
Schenk, Roy U.. Ice-Melting Characteristics of Calcium Magnesium Acetate. Report no. FHWA-RD-86-005. United States. Department of Transportation. Federal Highway Administration, 1986. https://rosap.ntl.bts.gov/view/dot/68420.
Schenk, Roy U. Ice-Melting Characteristics of Calcium Magnesium Acetate. United States. Department of Transportation. Federal Highway Administration, 1986, Report no. FHWA-RD-86-005, ROSA P. https://rosap.ntl.bts.gov/view/dot/68420.
Pertinent chemical and physical properties of calcium magnesium acetate (CMA) were determined. Included were comparisons of ratios of calcium to magnesium varying from 100% CaAc2 to 100% MgAc2. The objective was to determine the optimum composition of CMA for road deicing. In a 12-month study involving wetting/drying tests with 11 ratios of Ca/Mg and five pH's, it was found that CMA at pH's above 7.0 and at any Ca/Mg ratio produced no more harm to portland cement concrete than did NaCl. In addition, with compositions containing Mg at levels equal to or greater than Ca, the damage to concrete was significantly reduced.
Schenk, R. U. (1986). Ice-Melting Characteristics of Calcium Magnesium Acetate (Report No. FHWA-RD-86-005). United States. Department of Transportation. Federal Highway Administration. https://rosap.ntl.bts.gov/view/dot/68420
Schenk, Roy U.. Ice-Melting Characteristics of Calcium Magnesium Acetate. Report no. FHWA-RD-86-005. United States. Department of Transportation. Federal Highway Administration, 1986. https://rosap.ntl.bts.gov/view/dot/68420.
Schenk, Roy U. Ice-Melting Characteristics of Calcium Magnesium Acetate. United States. Department of Transportation. Federal Highway Administration, 1986, Report no. FHWA-RD-86-005, ROSA P. https://rosap.ntl.bts.gov/view/dot/68420.
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