Abstract
The heated deck of Roca Spur Bridge is the first implementation in the world using conductive concrete for deicing. Conductive concrete is a concrete mix containing a certain amount of electrically conductive components in a regular concrete matrix, designed to enable conduction of electricity. Due to its electrical resistance, conductive concrete can generate enough heat to prevent ice formation on a paved surface when connected to a power source.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The writer wishes to express his gratitude to Dr. Jon E. Zufelt for the constructive suggestions to improve the presentation of the research findings in this paper.
References
ASCE. (1998). “Heated pipes keep deck ice free.” Civ. Eng. (N.Y.), 68(1), 19–20.
Axon, E. O., and Couch, R. W. (1963). “Effect of insulating the underside of a bridge deck.” Highway Research Record, No. 14, Publication 111, Highway Reseach Board, Washington, D.C., 1–13.
Burkheimer, D. (2006). “Effective temperature of deicing chemicals.” Snow & Ice Factsheet #20, Iowa Department of Transportation, Ames, Iowa.
Cress, M. D. (1995). “Heated bridge deck construction and operation in Lincoln, Nebraska.” IABSE Symp., San Francisco, 449–454.
Henderson, D. J. (1963). “Experimental roadway heating project on a bridge approach.” Highw. Res. Rec., 14, 14–23.
Hopstock, D., and Zanko, L. (2005). “Minnesota taconite as a microwave-absorbing road aggregate material for deicing and pothole patching applications.” Rep. No. CTS 05-10, Center for Transportation Studies, University of Minnesota, Minneapolis.
Lee, R. C., Sackos, J. T., Nydahl, J. E., and Pell, K. M. (1984). “Bridge heating using ground-source heat pipes.” Transportation Research Record. 962, Transportation Research Board, Washington, D.C., 51–57.
National Climatic Data Center (NCDC). ⟨http://www.crh.noaa.gov/oa/climate/climatedata.html⟩.
Pinet, M., Comfort, T., and Griff, M. (2001). “Anti-icing on structures using fixed automated spray technology (FAST).” Paper Presented at the Annual Conf. of the Transportation Association of Canada, Halifax, N.S., Canada.
Roosevelt, D. S. (2004). “A bridge deck anti-icing system in Virginia: Lessons learned from a pilot study,” Final Rep. No. VTRC 04-R26, Virginia Transportation Research Council, Charlottesville, Va.
Shi, X., El-Ferradi, N., and Strong, C. (2007). “Fixed automated spray technology for winter maintenance: The state of the practice in North America.” 2007 Annual Meeting, Transportation Research Board, Paper #07-1161.
Tuan, C. Y., and Yehia, S. A. (2004). “Evaluation of electrically conductive concrete containing carbon products for deicing.” ACI Mater. J., 101(4), 287–293.
Whittington, H., McCarter, W., and Forde, M. C. (1981). “The conduction of electricity through concrete.” Mag. Concrete Res., 33(114), 48–60.
Yehia, S. A., and Tuan, C. Y. (1999). “Conductive concrete overlay for bridge deck deicing.” ACI Mater. J., 96(3), 382–390.
Yehia, S. A., and Tuan, C. Y. (2000). “Thin conductive concrete overlay for bridge deck deicing and anti-icing.” Transportation Research Record. 1698, Transportation Research Board, Washington, D.C., 45–53.
Yehia, S. A., Tuan, C. Y., Ferdon, D., and Chen, B. (2000). “Conductive concrete overlay for bridge deck deicing: Mix design, optimization, and properties.” ACI Mater. J., 97(2), 172–181.
Zenewitz, J. A. (1977). “Survey of alternatives to the use of chlorides for highway deicing.” Rep. No. FHWA-RD-77-52, U.S. Department of Transportation, Washington, D.C.
Information & Authors
Information
Published In
Copyright
© 2008 ASCE.
History
Received: May 22, 2006
Accepted: May 30, 2007
Published online: Mar 1, 2008
Published in print: Mar 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.