Lane, D. S. (1998). Evaluation of concrete characteristics for rigid pavements (Report No. VTRC-98-R24). Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/15571
Lane, D. S.. Evaluation of concrete characteristics for rigid pavements. Report no. VTRC-98-R24. Virginia Transportation Research Council (VTRC), 1998. https://rosap.ntl.bts.gov/view/dot/15571.
Lane, D. S. Evaluation of concrete characteristics for rigid pavements. Virginia Transportation Research Council (VTRC), 1998, Report no. VTRC-98-R24, ROSA P. https://rosap.ntl.bts.gov/view/dot/15571.
The researcher developed correlations among flexural, split tensile, and compressive strengths and ultrasonic pulse velocity from laboratory testing using materials and mix designs proposed for use in a paving project. These relationships were used to review the current Virginia Department of Transportation specifications and quality control procedures for concrete used in the construction of rigid pavements. Correlations between compressive and flexural strength for project-specific materials and mix designs permit the use of compressive strength cylinders rather than beams for compliance testing. The relationships also provide a means for evaluating the quality of the concrete as placed in the pavement.
Lane, D. S. (1998). Evaluation of concrete characteristics for rigid pavements (Report No. VTRC-98-R24). Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/15571
Lane, D. S.. Evaluation of concrete characteristics for rigid pavements. Report no. VTRC-98-R24. Virginia Transportation Research Council (VTRC), 1998. https://rosap.ntl.bts.gov/view/dot/15571.
Lane, D. S. Evaluation of concrete characteristics for rigid pavements. Virginia Transportation Research Council (VTRC), 1998, Report no. VTRC-98-R24, ROSA P. https://rosap.ntl.bts.gov/view/dot/15571.
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.