Cook, M. D., Seader, N., Ley, M. T., & Russell, B. W. (2015). Investigation of Optimized Graded Concrete for Oklahoma- Phase 2 (Report No. FHWA-OK-15-07). Oklahoma. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/89160
Cook, Marllon D., Nick Seader, M. Tyler Ley, and Bruce W. Russell. Investigation of Optimized Graded Concrete for Oklahoma- Phase 2. Report no. FHWA-OK-15-07. Oklahoma. Department of Transportation, 2015. https://rosap.ntl.bts.gov/view/dot/89160.
Cook, Marllon D., et al. Investigation of Optimized Graded Concrete for Oklahoma- Phase 2. Oklahoma. Department of Transportation, 2015, Report no. FHWA-OK-15-07, ROSA P. https://rosap.ntl.bts.gov/view/dot/89160.
Optimizing aggregate usage has been a subject widely discussed through the history of concrete. Since aggregates make up over 70% of the volume in a concrete mixture, the aggregate gradation is critical to the strength, workability, and durability of concrete. In practice, there is little quantitative guidance given to practitioners on aggregate proportioning in a mixture to meet the desired performance. The ACI 211 Mixture Design Procedure may be the most widely taught mixture design method, but still is not widely used in practice due to limitations with the method. In fact, the ACI 211 method only contains a handful of aggregate parameters that many argue about the validity. One of the largest obstacles preventing the development of aggregate parameters and guidance comes from only a few test methods that are capable of providing quantitative data about the workability of concrete. This work focused on creating practical test methods and using them to understand how the aggregate gradation changes the workability of concrete.
This report presents the results of several novel test methods to investigate concrete for slip formed paving. These tests include the Box Test, a nov
...
Cook, M. D., Seader, N., Ley, M. T., & Russell, B. W. (2015). Investigation of Optimized Graded Concrete for Oklahoma- Phase 2 (Report No. FHWA-OK-15-07). Oklahoma. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/89160
Cook, Marllon D., Nick Seader, M. Tyler Ley, and Bruce W. Russell. Investigation of Optimized Graded Concrete for Oklahoma- Phase 2. Report no. FHWA-OK-15-07. Oklahoma. Department of Transportation, 2015. https://rosap.ntl.bts.gov/view/dot/89160.
Cook, Marllon D., et al. Investigation of Optimized Graded Concrete for Oklahoma- Phase 2. Oklahoma. Department of Transportation, 2015, Report no. FHWA-OK-15-07, ROSA P. https://rosap.ntl.bts.gov/view/dot/89160.
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.