Field-Observed Cracking of Paired Lightweight and Normalweight Concrete Bridge Decks

Author:

Cavalline Tara L.ORCID,Calamusa Jeremy T.,Kitts Amy M.,Tempest Brett Q.

Funder

North Carolina Department of Transportation (US)

Publisher

Springer Science and Business Media LLC

Subject

Ocean Engineering,Civil and Structural Engineering

Reference41 articles.

1. American Concrete Institute (ACI). (2008). Guide for conducting a visual inspection of concrete in service. ACI Committee Report 201.1R-08.

2. Barrett T. J., Miller, A., & Weiss, J. (2013). Documentation of the INDOT experience and construction of the bridge decks containing internal curing in 2013. Technical Report SPR 3752. Joint Transportation Research Program, Indiana Department of Transportation and Purdue University, West Lafayette, IN.

3. Bentur, A., Igarashi, S.-I., & Kovler, K. (2001). Prevention of autogenous shrinkage in high strength concrete by internal curing using wet lightweight aggregates. Cement and Concrete Research, 31(11), 1587–1591.

4. Bentz D. P., & Weiss W. J. (2011). Internal curing: A 2010 state-of-the-art review. National Institute of Standards and Technology Report NISTIR 7765.

5. Cady, P. D., & Carrier, R. E. (1971). Final report on durability of bridge deck concrete: Part 1: Effect of construction practice on durability. PennDOT Contract No. 31057-H. University Park, PA: Pennsylvania State University.

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