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First published January 1999

Very-Early-Strength Latex-Modified Concrete Overlay

Abstract

The installation and condition of the first two very-early-strength latexmodified concrete (LMC-VE) overlays constructed for the Virginia Department of Transportation are described. The overlays were prepared with a special blended cement rather than with the Type I/II cement used in the conventional latex-modified concrete (LMC) overlay. LMC-VE mixture proportions, installation equipment, and procedures are similar to those used for conventional LMC overlays. However, when working with LMC-VE, the contractor must work faster because the concrete loses slump rapidly and the curing period is approximately 3 rather than 72 hours. Tests of the compressive strength of the LMC-VE overlay performed during the early hours after installation indicated that traffic could be placed on the overlay within 3 hours rather than within the 4 to 7 days required for the conventional LMC overlay. Tests of bond strength and permeability to chloride ion indicated that the overlays are performing satisfactorily and can be used as an alternative to LMC to extend the life of bridge decks. Pending continuing favorable test results, it is anticipated that LMC-VE overlays can be used when construction during short lane-closure periods is highly desirable. The use of LMC-VE may reduce inconvenience to motorists, allow for installation at night, provide negligible to very-low permeability, and provide high strength, particularly high early strength.

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References

1. Lower Lifetime Costs for Parking Structures with Latex Concrete Modifier. Form No. 173-1089-80, Dow Chemical U.S.A., Midland, Mich., 1980.
2. Hilton M. H., Walker H. N., and McKeel W. T. Jr., Latex Modified Portland Cement Overlays: An Analysis of Samples Removed from Bridge Decks. VHTRC 76-R25, Virginia Highway and Transportation Research Council, Charlottesville, Va., 1976.
3. Metric Road and Bridge Specifications. Virginia Department of Transportation, Richmond, Va., 1997.
4. Sprinkel M. M. Twenty Year Performance of Latex-Modified Concrete Overlays. In Transportation Research Record 1335, TRB, National Research Council, Washington, D.C., 1992, pp. 27–35.
5. Guide Specifications for Polymer Concrete Bridge Deck Overlays. AASHTO-AGC-ARTBA Task Force 34, American Association of State Highway and Transportation Officials, Washington, D.C., March 1995.
6. Sprinkel M. M. High Early Strength Latex Modified Concrete Overlay. In Transportation Research Record 1204, TRB, National Research Council, Washington, D.C., 1988, pp. 42–51.

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Article first published: January 1999
Issue published: January 1999

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© 1999 National Academy of Sciences.
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Authors

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Michael M. Sprinkel
Virginia Transportation Research Council, 530 Edgemont Road, Charlottesville, VA 22903

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