Transverse Cracking in Concrete Bridge Decks
Abstract
The dominant parameters that lead to premature transverse cracking in bridge decks are determined, and recommendations to reduce cracking tendency in bridge decks are developed. The project is divided into two parts: a field study and a parametric study. The objective of the field study is to determine the correlation between the observed cracking and available design-, material-, and construction-related data. Seventy-two bridges in the Minneapolis/St. Paul metropolitan area are included in the field study. According to the results of the study and correlation with other research, restrained concrete deck shrinkage is the leading cause of cracking. The dominant factors affecting transverse cracking are the longitudinal end restraint, girder stiffness, cross-frame location, splice location, deck thickness, cutoff length of the deck supplemental reinforcing bar, size of the top transverse bar, concrete shrinkage, deck concrete modulus of elasticity, cement content, aggregate type and quantity, air content, and ambient air temperature at deck placement. Recommended practical improvements to bridge deck construction include reducing the shrinkage of the deck concrete through mix design or better curing practices and minimizing deck restraint.
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References
1. Kochanski T., Parry J., Praess D., Schuchardt L., and Ziehr J. Premature Cracking of Bridge Decks Study. Wisconsin Department of Transportation, Oct. 1990.
2. Schmitt T. R., and Darwin D. Cracking in Concrete Bridge Decks. Report K-TRAN:KU-94-1, Kansas Department of Transportation, April 1995.
3. Babaei K., and Purvis R. L. Prevention of Cracks in Concrete Bridge Decks. Report on Laboratory Investigations of Concrete Shrinkage. Wilbur Smith Associates, 89-01, Pennsylvania Department of Transportation, Nov. 1995.
4. Krauss P. D., and Rogalla E. A. NCHRP Report 380: Transverse Cracking in Newly Constructed Bridge Decks. TRB, National Research Council, Washington, D.C., 1996, 132 pp.
5. Eppers L., French C., and Hajjar J. F. Transverse Cracking in Bridge Decks: Field Study. Final Report. Minnesota Department of Transportation, 1998.
6. Le Q. T. C., French C., and Hajjar J. F. Transverse Cracking in Bridge Decks: Parametric Study. Final Report. Minnesota Department of Transportation, 1998.
7. Ducret J., Lebet J., and Monney C. Hydration Effects and Deck Cracking during the Construction of Steel Concrete Composite Bridges. ICOM-Construction Metallique, No. ICOM 359, July 1997.
8. ACI Committee 209. Prediction of Creep, Shrinkage and Temperature Effects. Detroit, Mich., Oct. 1978.
9. Suttikan C. A Generalized Solution for Time-Dependent Response and Strength of Noncomposite and Composite Prestressed Concrete Beams. Ph.D. Dissertation. The University of Texas at Austin, Jan. 1978.
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Article first published: January 1999
Issue published: January 1999
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This article was published in Transportation Research Record: Journal of the Transportation Research Board.
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