An evaluation of sealers based on eight sets of laboratory tests was done. Five concrete sealer treatments were studied: D335, DCS, SS, R7, and CT40. These sealers were evaluated for three groups of concrete mixes: normal, fly ash, and old concrete. There were also control specimens that did not use any type of sealer for comparison purposes. The test data were used to determine which sealer and concrete mix combination was the most adequate in improving resistance to the deterioration of concrete properties.
Get full access to this article
View all access options for this article.
References
1.
ACI Committee 224.Control of Cracking in Concrete Structures. ACI 244R-90.ACI Manual of Concrete Practice.American Concrete Institute, Detroit, Mich., 2000.
2.
ACI Committee 224.Causes, Evaluation, and Repair of Cracks in Concrete Structures. ACI 244.1R-93.ACI Manual of Concrete Practice, American Concrete Institute, Detroit, Mich., 2001.
3.
MamaghaniI. H. P., MorettiC., and DockterB. A.Application of Sealing Agents in Concrete Durability of Infrastructure Systems. Research Report No. UND 2006-01. North Dakota Department of Transportation, Bismarck, April 2007. www.dot.nd.gov/divisions/materials/research_project/UND0601final.pdf. Accessed May 19, 2009.
4.
YamanO., AktanH. M., and UdegbunamO.Assessing Concrete Permeability from Ultrasonic Pulse Velocity. Presented at 79th Annual Meeting of the Transportation Research Board, Washington, D.C., 2000.
5.
YamanI. O., KaracaH., and AktanH. M.Evaluation of Concrete Permeability by Ultrasonic Testing Techniques. Phase IV Final Report. Wayne State University, Detroit, Mich.,2001.
6.
YamanI. O., BirgulH. M. R., AktanN., HearnN., and StatonJ. F.Test Method for Appraising Future Durability of New Concrete Bridge Decks. In Transportation Research Record: Journal of the Transportation Research Board, No. 1798, Transportation Research Board of the National Academies, Washington, D.C., 2002, pp. 56–63.