Performance of Dowel Bar Retrofit Projects in Texas
Publication: Journal of Performance of Constructed Facilities
Volume 22, Issue 3
Abstract
In Texas, many miles of plain jointed concrete pavement (JCP) were constructed without proper load transfer devices such as dowels. After a number of years of service, some JCP sections without dowels showed distresses in the form of faulting at transverse joints. Some of the sections were designed in accordance with the AASHTO 1986 Guide, which required thicker slabs in exchange for not using dowels. This pavement design did not work, with faulting at transverse joints that cause poor ride. Dowel bar retrofit (DBR) was performed on four projects to restore the pavement condition. Overall, DBR restored load transfer efficiency and resulted in improvement of ride quality. Even where the subbase stiffness is 5–10 times less than the minimum value required for proper performance of JCPs, properly installed DBR effectively restored pavement condition with minimum faulting after decades of service. Therefore, it indicated that DBR is able to minimize the faulting even where there is poor base/subgrade support. This is significant in that there are no effective and practical methods to improve subbase conditions in existing concrete pavement, whereas DBR can restore pavement conditions at a reasonable cost. However, not all DBR projects were successful. In one DBR project, faulting in the range of occurred after less than 2 years of treatment. Forensic investigation revealed voids under the dowel bars, which indicates poor consolidation of the grout material. Efforts are currently underway in TxDOT to improve specifications for grout materials and DBR construction.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The support and assistance from John Bilyeu, Miles Garrison, and Susan Chu of Texas Department of Transportation and Tom Scullion and Anol Mukhopadhyay of Texas Transportation Institute are much appreciated.
References
American Concrete Pavement Association (ACPA). (2002). “Specification guideline for dowel bar retrofit.” IS104P, Washington, D.C.
California Department of Transportation (Caltrans). (2006). “CalTrans pavement tech notes: Dowel bar retrofit guideline.” Sacramento, Calif.
Chen, D.-H., and Won, M. (2007). “Field performance monitoring of repair treatments on joint concrete pavements.” J. Test. Eval., ASTM, 36(2), 119–127.
Chen, D.-H., Zhou, F., Lee, L., Hu, S., Stokoe, K., and Yang, J. (2007). “Threshold values for reflective cracking based on continuous deflection measurements.” Can. J. Civ. Eng., 34(10), 1257–1266.
Chong, G. J., Phang, W. A., and Jewer, F. W. (1981). “Choosing cost-effective maintenance.” Transportation Research Record. 800, Transportation Research Board, Washington, D.C., 41–47.
Correa, A. (1999). “Cost-effective load transfer restoration of jointed concrete pavements.” TR News, February, 200, ⟨http://gulliver.trb.org/publications/trnews/rpo/rpo.trn200.pdf⟩.
Kak, C., and Slaney, M. (1988). Principles of computerized tomographic imaging, IEEE, New York.
Lee, J. L., Chen, D.-H., and Stokoe, K. (2004). “Evaluating the potential for reflection cracking using the rolling dynamic deflectometer.” Transportation Research Record. 1869, Transportation Research Board, Washington, D.C., 16–24.
Lee, L., Stokoe, K., Chen, D.-H., and Nam, B. H. (2005). “Monitoring pavement changes in a rehabilitation project with continuous RDD profiles.” Transportation Research Record. 1905, Transportation Research Board, Washington, D.C., 3–16.
Pierce, L. (2007). “Tech notes—Dowel bar retrofit.” Materials Laboratory, Washington State Department of Transportation, ⟨http://www.wsdot.wa.gov/biz/mats/Pavement/Technotes/DBR_TN_2007.pdf⟩.
Wilson, J., and Toepel, A. (2002). “Report on early distress (RED) retrofit dowel bars on I-39.” WisDOT Rep. No. RED-05-01, Wisconsin Department of Transportation, Madison, Wis.
Information & Authors
Information
Published In
Copyright
© 2008 ASCE.
History
Received: Jul 10, 2007
Accepted: Dec 3, 2007
Published online: Jun 1, 2008
Published in print: Jun 2008
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.