A Drainage System for Mitigating Moisture Damage to Bridge Deck Pavements

Authors

  • Jongmin Kim Dept of Civil and Environmental Engineering, Sejong University, 98 Kunja-dong, Kwangjin-gu, Seoul 143-747, South Korea
  • Hyun Jong Lee Dept of Civil and Environmental Engineering, Sejong University, 98 Kunja-dong, Kwangjin-gu, Seoul 143-747, South Korea
  • Yong Rak Kim Dept of Civil Engineering, W351 Nebraska Hall, University of Nebraska-Lincoln, Lincoln, Nebraska 68588-0531, USA
  • Hyung Bae Kim Highway & Transportation Technology Institute, Korea Highway Corporation, 50-5 San-Chuck-ri, Dong-tan, Hwa-Sung-shi, Kyungki-do 445-812, South Korea

DOI:

https://doi.org/10.3846/1822-427X.2009.4.168-176

Keywords:

bridge deck pavement, moisture damage, waterproof, drainage layer, methyl methacrylate (MMA)

Abstract

This study presents the development of a new drainage system that can quickly drain water that has penetrated into bridge deck pavements. The new drainage system is expected to significantly reduce potholes that typically lead to premature failure of pavements. This system can be established by applying a thin drainage layer between the waterproofing layer and top wearing course. The most important factors for this system are to meet satisfactory performance of the waterproofing layer and to develop appropriate construction technique for the thin drainage layer. The drainage layer was formulated with porous asphalt mixtures designed for the max aggregate size of 10 mm, and was validated through various physical and mechanical laboratory tests to confirm its performance characteristics. For the waterproofing layer, methyl methacrylate (MMA) – type material was introduced, and a series of mechanical tests were performed to estimate the applicability of the MMA material for waterproofing. It was observed from the tests that the MMA material satisfied all specification requirements. In addition, to evaluate the field performance of the new drainage system, a field study was conducted on a real bridge. Field performance observations on both the waterproofing and pavement materials indicated that the new drainage system performs much better than traditional methods in draining water that has penetrated into pavement layers.

References

Kamaitis, Z. 2006. Deterioration of Bridge Deck Roadway Members. Part I: Site Investigations, The Baltic Journal of Road and Bridge Engineering 1(4): 177–184.

Kandhal, P. S.; Mallick, R. B. 1999. Design of New Generation Open-Graded Friction Courses. Research Report No. 99-3. National Center for Asphalt Technology (NCAT). Auburn. Alabama. 64 p.

Knight, M. L.; Wilson, G. S.; Seger, W. J.; Mahadevan, S. 2004. Overlay Types Used as Preventive Maintenance on Tennessee Bridge Decks, Transportation Research Record 1866: 79–84. DOI: 10.3141/1866-10

Lee, S. K.; Lee, H. J.; Park, S. W.; Seo, Y. C. 2005. Strategic Research to Improve Road Pavement Quality in Seoul Metropolitan. Research Report. Seoul Metropolitan Government. Korea.

Park, H. Y. 2005. Development of A Drainage Method to Prevent Bridge Deck Pavement From Moisture Damage. Master’s Thesis. Sejong University. Seoul. Korea.

Silikal. 2000. Reactive Resin and Polymer Concrete for Industrial Flooring and Civil Engineering. Technical Documentation. Silikal. Germany. 112 p.

Vibeke, W. 2000. Surfacing of Concrete Bridge. Research Report No. 106. Danish Road Institute. Denmark.

Watson, D. E.; Cooley, Jr, L. A.; Moore, K. A.; Williams, K. 2004. Laboratory Performance Testing of Open-Graded Friction Course Mixtures, Transportation Research Record 1891: 40–47. DOI: 10.3141/1891-06

Zairi, H.; Khabiri, M. M. 2007. Interface Condition Influence on Prediction of Flexible Pavement Life, Journal of Civil Engineering and Management 13(1): 71–76.

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Published

27.12.2009

How to Cite

Kim, J., Lee, H. J., Kim, Y. R., & Kim, H. B. (2009). A Drainage System for Mitigating Moisture Damage to Bridge Deck Pavements. The Baltic Journal of Road and Bridge Engineering, 4(4), 168-176. https://doi.org/10.3846/1822-427X.2009.4.168-176