Snedeker, K., White, D., & Kahn, L. (2011). Evaluation of performance and maximum length of continuous decks in bridges : part 1 (Report No. GDOT Research Project No. 09-07). Georgia Institute of Technology. School of Civil and Environmental Engineering. https://rosap.ntl.bts.gov/view/dot/23443
Snedeker, Katherine, Donald White, and Lawrence Kahn. Evaluation of performance and maximum length of continuous decks in bridges : part 1. Report no. GDOT Research Project No. 09-07. Georgia Institute of Technology. School of Civil and Environmental Engineering, 2011. https://rosap.ntl.bts.gov/view/dot/23443.
Snedeker, Katherine, et al. Evaluation of performance and maximum length of continuous decks in bridges : part 1. Georgia Institute of Technology. School of Civil and Environmental Engineering, 2011, Report no. GDOT Research Project No. 09-07, ROSA P. https://rosap.ntl.bts.gov/view/dot/23443.
The purpose of this research was to evaluate the performance history of continuous bridge decks in the State of Georgia, to determine why the current design detail works, to recommend a new design detail, and to recommend the maximum and/or optimum lengths of continuous bridge decks. The continuous bridge decks have continuous reinforcement over the junction of two edge beams with a construction joint for crack control. The current technical literature and current practices and design procedures were synthesized and summarized. GDOT maintenance reports were reviewed, and preliminary field evaluations were conducted to determine the performance of the continuous deck detail. The effects of bridge movement due to thermal strains, shrinkage, and live loads were considered in simplified analytical studies to better understand the demands placed on the GDOT continuous deck detail. A summary of the preliminary design and length recommendations are provided upon completion of Part 1 of the research.
Snedeker, K., White, D., & Kahn, L. (2011). Evaluation of performance and maximum length of continuous decks in bridges : part 1 (Report No. GDOT Research Project No. 09-07). Georgia Institute of Technology. School of Civil and Environmental Engineering. https://rosap.ntl.bts.gov/view/dot/23443
Snedeker, Katherine, Donald White, and Lawrence Kahn. Evaluation of performance and maximum length of continuous decks in bridges : part 1. Report no. GDOT Research Project No. 09-07. Georgia Institute of Technology. School of Civil and Environmental Engineering, 2011. https://rosap.ntl.bts.gov/view/dot/23443.
Snedeker, Katherine, et al. Evaluation of performance and maximum length of continuous decks in bridges : part 1. Georgia Institute of Technology. School of Civil and Environmental Engineering, 2011, Report no. GDOT Research Project No. 09-07, ROSA P. https://rosap.ntl.bts.gov/view/dot/23443.
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.