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dc.contributor.authorBuchanan, Patricia Michelleen_US
dc.date.accessioned2002-05-24en_US
dc.date.accessioned2014-03-14T20:38:03Z
dc.date.available2003-05-24en_US
dc.date.available2014-03-14T20:38:03Z
dc.date.issued2002-05-15en_US
dc.date.submitted2002-05-22en_US
dc.identifier.otheretd-05222002-162704en_US
dc.identifier.urihttp://hdl.handle.net/10919/33102
dc.description.abstractHighway bridge decks are often overlaid to extend service life by reducing the rate of chloride ion ingress and the rate of corrosion of reinforcing steel in the sound chloride-contaminated concrete that is left in-place. Bridge deck overlays in Virginia are usually either latex-modified concrete or microsilica concrete, and both types of overlay are considered equivalent in terms of performance. However, the latex-modified concrete overlays are more expensive to construct than the microsilica concrete overlays. Thus, it is important to determine if these overlays do perform equivalently to ensure that short-term savings do not lead to higher long-term costs. Shrinkage is one of the overlay performance parameters. Shrinkage is a three-dimensional deformation of concrete that results in an overall reduction in volume. Total shrinkage may be measured under either restrained or unrestrained conditions. This research examines the shrinkage performances of Virginia Department of Transportation-approved latex-modified and microsilica concrete overlay mixtures and was conducted on both field-sampled and laboratory-fabricated restrained and unrestrained specimens. Based on crack and delamination surveys of sampled bridge decks and laboratory test results, a shrinkage performance-based specification for the Virginia Department of Transportation was developed. There was no significant difference between the unrestrained shrinkage values of latex-modified and microsilica concrete overlay mixtures for the specified time periods. Restrained microsilica concrete specimens generally cracked earlier and more frequently than restrained latex-modified concrete specimens. However, the bridge deck crack and delamination surveys show that construction conditions and quality and traffic type and frequency may have a greater effect on cracking than the overlay material.en_US
dc.publisherVirginia Techen_US
dc.relation.haspartThesis.pdfen_US
dc.rightsI hereby certify that, if appropriate, I have obtained and attached hereto a written permission statement from the owner(s) of each third party copyrighted matter to be included in my thesis, dissertation, or project report, allowing distribution as specified below. I certify that the version I submitted is the same as that approved by my advisory committee. I hereby grant to Virginia Tech or its agents the non-exclusive license to archive and make accessible, under the conditions specified below, my thesis, dissertation, or project report in whole or in part in all forms of media, now or hereafter known. I retain all other ownership rights to the copyright of the thesis, dissertation or project report. I also retain the right to use in future works (such as articles or books) all or part of this thesis, dissertation, or project report.en_US
dc.subjectbridge deck overlaysen_US
dc.subjectshrinkageen_US
dc.subjectmicrosilica concreteen_US
dc.subjectlatex-modified concreteen_US
dc.titleShrinkage of Latex-Modified and Microsilica Concrete Overlay Mixturesen_US
dc.typethesisen_US
dc.contributor.departmentCivil Engineeringen_US
thesis.degree.nameMaster of Scienceen_US
thesis.degree.levelmastersen_US
thesis.degree.grantorVirginia Polytechnic Institute and State Universityen_US
dc.contributor.committeechairWeyers, Richard E.en_US
dc.contributor.committeememberSprinkel, Michael M.en_US
dc.contributor.committeememberCousins, Thomas E.en_US
dc.contributor.committeememberRoberts-Wollmann, Carin L.en_US
dc.identifier.sourceurlhttp://scholar.lib.vt.edu/theses/available/etd-05222002-162704/en_US


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