Duffala, N., Stempihar, J., Van Dam, T., Schmalzer, P., Ghafoori, N., Sutter, L., & Corkhill, R. (2017). Phase I: Evaluation of Low Flexural Strength for Northern Nevada Concrete Paving Mixtures (Report No. 665-15-803). Nevada. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/35394
Duffala, Nicole, Jeff Stempihar, Thomas Van Dam, Peter Schmalzer, Nader Ghafoori, Lawrence Sutter, and Roger Corkhill. Phase I: Evaluation of Low Flexural Strength for Northern Nevada Concrete Paving Mixtures. Report no. 665-15-803. Nevada. Dept. of Transportation, 2017. https://rosap.ntl.bts.gov/view/dot/35394.
Duffala, Nicole, et al. Phase I: Evaluation of Low Flexural Strength for Northern Nevada Concrete Paving Mixtures. Nevada. Dept. of Transportation, 2017, Report no. 665-15-803, ROSA P. https://rosap.ntl.bts.gov/view/dot/35394.
Production paving grade concrete in Northern Nevada having acceptable strength is universally acknowledged to be difficult; however understanding why this is true remains elusive. Current practice is to meet flexural strength requirements by using mixtures with high cementitious materials contents and low water/cement ratios (w/cm), which can negatively impact cost, workability, shrinkage, and durability. There are multiple factors that can contribute to poor concrete strength. Most focus on the characteristics of the interface that develops between the hydrated cement paste and the aggregate which can be compromised by localized high w/cm, the presence of coatings, and/or clustering of air bubbles at the aggregate surface. An experimental plan has been developed for Phase II of this study to evaluate the factors contributing to poor flexural strength of paving grade concrete produced in Northern Nevada with the purpose of developing cost effective solutions to improve the situation.
Duffala, N., Stempihar, J., Van Dam, T., Schmalzer, P., Ghafoori, N., Sutter, L., & Corkhill, R. (2017). Phase I: Evaluation of Low Flexural Strength for Northern Nevada Concrete Paving Mixtures (Report No. 665-15-803). Nevada. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/35394
Duffala, Nicole, Jeff Stempihar, Thomas Van Dam, Peter Schmalzer, Nader Ghafoori, Lawrence Sutter, and Roger Corkhill. Phase I: Evaluation of Low Flexural Strength for Northern Nevada Concrete Paving Mixtures. Report no. 665-15-803. Nevada. Dept. of Transportation, 2017. https://rosap.ntl.bts.gov/view/dot/35394.
Duffala, Nicole, et al. Phase I: Evaluation of Low Flexural Strength for Northern Nevada Concrete Paving Mixtures. Nevada. Dept. of Transportation, 2017, Report no. 665-15-803, ROSA P. https://rosap.ntl.bts.gov/view/dot/35394.
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.