TECHNICAL PAPERS
Sep 1, 2006

Penetrating Sealants for Concrete Bridge Decks—Selection Procedure

Publication: Journal of Bridge Engineering
Volume 11, Issue 5

Abstract

The major parameter controlling the effectiveness of penetrating sealants as a means of protecting concrete bridge deck surface is the depth of penetration. The factors affecting the depth of sealant penetration are identified both through a fundamental approach and with reference to the literature on penetrating sealants, concrete deterioration, durability, and permeability. Penetration properties and the use of silane and siloxane as concrete surface sealers are discussed. The effects of surface cleaning methods and the drying period are discussed. Penetrating sealants are effective if proper surface cleaning and application procedures are employed. However, moisture state within the first 6-mm depth controls the depth of sealant penetration. Thus, the factors that affect the drying period before sealant application are identified. Penetrating sealants selection procedure incorporating available test methods is outlined based on the knowledge gained through the fundamental studies of flow phenomenon and literature.

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Acknowledgments

This study was funded by the Michigan Department of Transportation (MDOT) through the Center for Structural Durability at Wayne State University. The opinions expressed herein are those of the writers and do not necessarily reflect the views of the sponsors. We appreciate the kind support of Mr. J. Wong, from the Alberta Department of Transportation. Sika Corporation, Lone Star Epoxies, Endur-O-Seal, and Fox Industries provided in-kind support by providing penetrating sealants for experimental studies carried out during this research. The writers also appreciate the participation of research assistants Vipuil Kishore and Linfeng Zhang from the Chemical Engineering Department for this study.

References

ACD Labs. (2002). ⟨http://www.acdlabs.com/⟩ (December 2002).
ACI. (2001). “Causes, evaluation and repair of cracks in concrete structures.” ACI manual of concrete practice, ACI 244.1R-93, Detroit.
Aktan, H. M., Yaman, O., and Staton, J. (2000). “Ultrasonic pulse velocity method for the quantification of new concrete bridge deck durability.” Proc., Int. Conf. on Application of Geophysical & NDT-Methodologies to Transportation Facilities and Infrastructure, Federal Highway Administration, St. Louis, Mo.
Attanayake, U., Aktan, H., and Ng, S. (2002). “Criteria and benefits of penetrating sealants for concrete bridge decks.” MDOT RC-1424, CSD-2002-03, Michigan Department of Transportation, Construction and Technology Division, Lansing, Mich.
Basheer, P. A. M., Basheer, L., Cleland, D. J., and Long, A. E. (1997). “Surface treatments for concrete: assessment methods and reported performance.” Constr. Build. Mater., 11(7–8), 413–429.
Brewer, H. W. (1965). “Moisture migration-concrete sabl-on-ground construction.” J. PCA Res. Dev. Lab., 7(2), 2–17.
Cady, P. D. (1993). “Condition evaluation of concrete bridges relative to reinforcement corrosion.” Procedure manual, SHRP-S-330, Strategic Highway Research Program, National Research Council, Washington, D.C.
Cady, P. D. (1994). “Sealers for portland cement concrete highway facilities.” NCHRP Synthesis 209, Transportation Research Board, National Research Council, Washington, D.C.
Carter, P. D. (1994). “Evaluation of dampproofing performance and effective penetration depth of silane sealers in concrete.” Special Publication 151 (SP-151), ACI, Detroit, 95–117.
Dean, J. A. (1987). Handbook of organic chemistry, McGraw-Hill, New York.
Geankoplis, C. J. (1993). Transport processes and unit operations, 3rd Ed., Prentice–Hall, Englewood Cliffs, N.J.
Gerdes, A., Wittmann, F. H., and Lehmann, E. H. (1999). “Characterisation of transport processes in surface near zones of concrete by means of neutron radiography.” PSI Annual Rep., Annex VI, ⟨http://neutra.web.psi.ch/publication/⟩ (November 22, 2004).
Hanson, J. A. (1968). “Effects of curing and drying environments on splitting tensile strength of concrete.” J. Am. Concr. Inst., 65, 535–543.
Hearn, N. (1992). “Saturated permeability of concrete as influenced by cracking and self-sealing.” Ph.D. thesis, Univ. of Cambridge, Cambridge, U.K.
McGettigan, E. (1990). “Application mechanism of silane weatherproofers.” Concr. Int., ACI, 12(10), 66–68.
McGettigan, E. (1992). “Silicon-based weatherproofing materials.” Concr. Int., ACI, 14(6), 52–56.
Mehta, P. K., and Monteiro, P. J. M. (1993). Concrete: Structure, properties, and materials, 2nd Ed., Prentice–Hall, Englewood Cliffs, N.J.
Michigan Department of Transportation (MDOT). (2003). Standard specifications for construction, Lansing, Mich.
Neville, A. M. (1995). Properties of concrete, 4th Ed., Longman’s, London.
Pfeifer, D. W., and Scali, M. J. (1981). “Concrete sealers for protection of bridge structures.” NCHRP Rep. No. 244, Transportation Research Board, National Research Council, Washington, D.C.
Sosoro, M. (1998). “Transport of organic fluids through concrete.” Mater. Struct., 31, 162–169.
“Weather data.” (2004). ⟨http://www.intellicast.com⟩ (August 15, 2004).
Whiting, D. (1988). “Permeability of selected concretes.” ACI Special Publication, Permeability of Concrete, SP-108, Detroit, 195–222.
Whiting, D., Ost, B., Nagi, M., and Cady, P. D. (1992). “Condition evaluation of concrete bridges relative to reinforcement corrosion: methods for evaluating the effectiveness of penetrating sealers.” SHRP-S/FR-92-107, Strategic Highway Research Program, National Research Council, Washington, D.C.
Yaman, I. O., Birgul, R., Aktan, H. M., Hearn, N., and Staton, J. F. (2002). “A test method to appraise the future durability of new concrete bridge decks.” Transportation Research Record. 1798, Transportation Research Board, Washington, D.C., 56–63.
Yaman, I. O., Karaca, H., and Aktan, H. M. (2001). “Evaluation of concrete permeability by ultrasonic testing techniques.” Phase IV Final Rep., Wayne State Univ., Detroit.
Yaman, I. O., Udegbunam, O., and Aktan, H. M. (2000). “Assessing concrete permeability from ultrasonic pulse velocity measurements.” Paper No: 00-1190, Transportation Research Board (CD ROM), Washington, D.C.

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Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 11Issue 5September 2006
Pages: 533 - 540

History

Received: Jan 7, 2005
Accepted: May 13, 2005
Published online: Sep 1, 2006
Published in print: Sep 2006

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Authors

Affiliations

Upul Attanayake
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Wayne State Univ., 5050 Anthony Wayne Dr., Detroit, MI 48202.
Xuemei Liang
Research Associate, Dept. of Chemical Engineering, Wayne State Univ., 5050 Anthony Wayne Dr., Detroit, MI 48202.
Simon Ng
P.E.
Professor, Dept. of Chemical Engineering, Wayne State Univ., 5050 Anthony Wayne Dr., Detroit, MI 48202.
Haluk Aktan, M.ASCE [email protected]
P.E.
Professor and Director of Center for Structural Durability, Dept. of Civil and Environmental Engineering, Wayne State Univ., 5050 Anthony Wayne Dr., Detroit, MI 48202 (corresponding author). E-mail: [email protected]

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