Please use this identifier to cite or link to this item:
Title: Effectiveness of membrane-forming curing compounds for curing concrete
Authors: White, Charles L., 1920-
Husbands, Tony B.
Keywords: Abrasion
Moisture retention
Portland cement concrete
Membrane-forming curing compounds
Portland cement mortar
Concrete curing
Concrete additives
Publisher: Structures Laboratory (U.S.)
Engineer Research and Development Center (U.S.)
Series/Report no.: Miscellaneous paper (U.S. Army Engineer Waterways Experiment Station) ; SL-90-1.
Description: Miscellaneous Paper
Abstract: A search was made for test methods to evaluate the effectiveness of curing concrete. Test methods that include water absorptivity (proposed ASTM test), capillary porosity, combined water, splitting tensile strength, and abrasion resistance were evaluated. Curing compounds having a wide range of water retention values and meeting the requirements of ASTM C 309-89 and CRD-C 300 were obtained for evaluation. A few curing compounds were prepared in the laboratory by diluting one of the CRD-C 300 curing compounds with the vehicle solvent furnished by the manufacturer to obtain curing compounds that would not meet the requirements of either specification. The water-absorptivity test and an abrasion test developed in the laboratory were used to determine the effectiveness of the different curing compounds for curing concrete. Curing compounds meeting the requirements of ASTM C 309-89 were found to be as effective as curing compounds meeting the requirements of CRD-C 300 for curing concrete. Two of the curing compounds that did not meet the specification requirements were also found to be effective based on the water-absorptivity test method. The abrasion test shows promise as a test method for evaluating the effectiveness of curing and is less time consuming than the water-absorptivity test method.
Rights: Approved for public release; distribution is unlimited.
Appears in Collections:Miscellaneous Paper

Files in This Item:
File Description SizeFormat 
MP-SL-90-1.pdf6.61 MBAdobe PDFThumbnail