Tanesi, J., & Meininger, R. (2007). Freeze-thaw resistance of concrete with marginal air content (Report No. FHWA-06-118). United States. Department of Transportation. Federal Highway Administration. Office of Infrastructure Research and Development. https://rosap.ntl.bts.gov/view/dot/773
Tanesi, Jussara and Richard Meininger. Freeze-thaw resistance of concrete with marginal air content. Report no. FHWA-06-118. United States. Department of Transportation. Federal Highway Administration. Office of Infrastructure Research and Development, 2007. https://rosap.ntl.bts.gov/view/dot/773.
Tanesi, Jussara, and Richard Meininger Freeze-thaw resistance of concrete with marginal air content. United States. Department of Transportation. Federal Highway Administration. Office of Infrastructure Research and Development, 2007, Report no. FHWA-06-118, ROSA P. https://rosap.ntl.bts.gov/view/dot/773.
Freeze-thaw resistance is a key durability factor for concrete pavements. Recommendations for the air void system parameters are normally 6 ± 1 percent total air and a spacing factor of
;
< 0.20 millimeter (mm) (0.008 inch). However, it was observed that some concretes without these commonly accepted thresholds presented good freeze-thaw resistance in laboratory studies.
;
This study evaluated the freeze-thaw resistance of several marginal air void mixes with two types of air-entraining admixtures, a Vinsol® resin and a synthetic admixture. To conduct the study, researchers used rapid cycles of freezing and thawing in plain water, with no deicing salts.
;
For the specific materials and concrete mixture proportions used in this project, the marginal air mixes (concretes with fresh air contents of 3.5 percent or higher) presented an adequate freeze-thaw performance when Vinsol resin-based air-entraining
;
admixture was used. The synthetic admixture used in this study did not show the same good performance as the Vinsol resin admixture.
Tanesi, J., & Meininger, R. (2007). Freeze-thaw resistance of concrete with marginal air content (Report No. FHWA-06-118). United States. Department of Transportation. Federal Highway Administration. Office of Infrastructure Research and Development. https://rosap.ntl.bts.gov/view/dot/773
Tanesi, Jussara and Richard Meininger. Freeze-thaw resistance of concrete with marginal air content. Report no. FHWA-06-118. United States. Department of Transportation. Federal Highway Administration. Office of Infrastructure Research and Development, 2007. https://rosap.ntl.bts.gov/view/dot/773.
Tanesi, Jussara, and Richard Meininger Freeze-thaw resistance of concrete with marginal air content. United States. Department of Transportation. Federal Highway Administration. Office of Infrastructure Research and Development, 2007, Report no. FHWA-06-118, ROSA P. https://rosap.ntl.bts.gov/view/dot/773.
ROSA P serves as an archival repository of USDOT-published products including scientific
findings, journal articles, guidelines, recommendations, or other information authored or co-authored by
USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to
ensure public access to scientific information.
Links with this icon indicate that you are leaving a Bureau of Transportation
Statistics (BTS)/National Transportation Library (NTL)
Web-based service.
Thank you for visiting.
You are about to access a non-government link outside of
the U.S. Department of Transportation's National
Transportation Library.
Please note: While links to Web sites outside of DOT are
offered for your convenience, when you exit DOT Web sites,
Federal privacy policy and Section 508 of the Rehabilitation
Act (accessibility requirements) no longer apply. In
addition, DOT does not attest to the accuracy, relevance,
timeliness or completeness of information provided by linked
sites. Linking to a Web site does not constitute an
endorsement by DOT of the sponsors of the site or the
products presented on the site. For more information, please
view DOT's Web site linking policy.
To get back to the page you were previously viewing, click
your Cancel button.