Impact of Heavy Vehicles on the Durability of Concrete Bridge Decks
Publication: Journal of Bridge Engineering
Volume 22, Issue 10
Abstract
Overweight vehicles may cause permanent damage to bridge superstructures and thus require a permit to operate and route planning based on bridge capacity. This study explores the possible damage of such overweight vehicles to concrete bridge decks. Concrete cylinders in this study were subjected to compressive stresses, equivalent to 40 to 80 percent of the measured strength of concrete, followed by 300 freeze–thaw cycles to simulate field conditions. The effects of combined loading and the freeze–thaw cycles were evaluated using rapid chloride ion penetration tests of samples sliced from the cylinders. The test results indicated that the chloride ingress in deck concrete can be affected by heavy trucks.
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Acknowledgments
The study reported in this paper was from a project supported by the National Center for Freight and Infrastructure Research and Education (CFIRE). The authors gratefully acknowledge the support. Any opinions, findings, and conclusions expressed in this paper are those of the authors and do not necessarily reflect the views of CFIRE.
References
Aldea, C., Shah, S., and Karr, A. (1999a). “ Permeability of cracked concrete.” Mater. Struct., 32(5), 370–376.
Aldea, C., Shah, S., and Karr, A. (1999b). “ Effect of cracking on water and chloride ion penetration of concrete.” J. Mater. Civ. Eng., 181–187.
ASTM. (2004a). “ Standard test method for air content of freshly mixed concrete by the pressure method.” ASTM C 231, West Conshohocken, PA.
ASTM. (2004b). “Standard test method for compressive strength of cylindrical concrete specimens.” ASTM C 39, West Conshohocken, PA.
ASTM. (2008). “Standard test method for resistance of concrete to rapid freezing and thawing.” ASTM C 666, West Conshohocken, PA.
ASTM. (2010a). “Standard specification for air-entraining admixtures for concrete.” ASTM C 260, West Conshohocken, PA.
ASTM. (2010b) “Standard test method for electrical indication of concrete’s ability to resist chloride ion penetration.” ASTM C 1202, West Conshohocken, PA.
Bentz, D., Ehlen, M., Ferrais, C., and Garboczi, E. (2001). “Sorptivity-based service life predictions for concrete pavements.” 7th International Conf. on Concrete Pavements, International Society for Concrete Pavements, Inc., Orlando, FL.
Comite Euro-International du Beton (CEB). (1992). “Durability concrete structures: CEB design guide.” Bulletin d’ information no. 182, Lausanne, Switzerland.
Ghasemzadeh, F., Rashetnia, R., Smyl, D., and Pour-Ghaz, M. (2016). “A comparison of methods to evaluate mass transport in damaged mortar.” Cem. Concr. Compos., 70 119–129.
Hearn, N. (1999). “Effect of shrinkage and load induced cracking on water permeability of concrete.” ACI Mater. J., 96(6), 234–241.
Hsu, T., Slate, F., Sturman, G., and Winter, G. (1963). “Microcracking of plain concrete and the shape of the stress-strain curve.” J. ACI Proc., 60(2), 209–224.
Kermani, A. (1991). “Permeability of stressed concrete.” Build. Res. Inf. 19(6), 360–366.
Lin, Z., Zhao, J., and Tabatabai, H. (2012). “Impact of overweight vehicles (with heavy axle loads) on bridge deck deterioration.” CFIRE 04-06 Final Rep., Dept. of Civil Engineering and Mechanics, Univ. of Wisconsin, Milwaukee, WI.
Pigeon, M., Zuber, B., and Marchand, J. (2003). “Freeze/thaw resistance.” Chapter 11, Advanced concrete technology: Concrete properties, Elsevier, Burlington, MA.
Rapoport, J., Shah, S., and Karr, A. (2002). “Permeability of cracked steel fiber-reinforced concrete.” J. Mater. Civil Eng., 355–358.
Samaha, H., and Hover, K. (1992). “Influence of microcracking on the mass transport properties of concrete.” ACI Mater. J., 89(4), 416–424.
Shi, C. (2003). Another look at the rapid chloride ion penetration test (d1202 or AASHTO T277). FHWA Resource Center, Baltimore, MD.
van Mier, J. (1984). “Strain-softening of concrete under multiaxial loading conditions.” Ph.D. thesis, Eindhoven Univ. of Technology, Eindhoven, Netherlands.
Wang, K., Jansen, D., Shah, S., and Karr, A. (1997). “Permeability study of cracked concrete.” Cem. Concr. Compos., 27(3), 381–393.
Wisconsin DOT. (2009). Bridge manual part I and part II. Madison, WI.
Wisconsin DOT. (2013). “Roadway standards, section 501, concrete.” 〈http://roadwaystandards.dot.wi.gov/standards/stndspec/ss-05-01.pdf〉
Yang, Z., Weiss, E., and Olek, J. (2006). “Water transport in concrete damaged by tensile loading and freeze–thaw cycling.” J. Mater. Civ. Eng., 424–434.
Zhao, J., and Tabatabai, H. (2012). “Evaluation of a permit vehicle model using weigh-in-motion truck records.” J. Bridge Eng., 389–392.
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© 2017 American Society of Civil Engineers.
History
Received: Oct 27, 2016
Accepted: May 8, 2017
Published online: Aug 9, 2017
Published in print: Oct 1, 2017
Discussion open until: Jan 9, 2018
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