journal article·2019-12Open access

Evaluation of the Depth of Deteriorations in Concrete Bridge Decks with Asphalt Overlays Using Air-Coupled GPR: A Case Study from a Pilot Bridge on Korean Expressway

Ji-Young Rhee, Jae-Jin Choi, Seong-Hoon Kee

Abstract

In this recent work, a ground penetrating radar (GPR) technique was proposed to evaluate the deteriorated depth of concrete bridge decks with asphalt overlays in the Korea expressway network. Air-coupled GPR was utilized in the measurement of the relative permittivity of concrete on bridge decks with asphalt overlays and the electromagnetic (EM) wave attenuation of the concrete cover of top reinforcing bars (rebars) in the pilot bridge in public service. In addition, 13 core samples were obtained from the bridge deck to carry out a detailed survey that includes visual inspection of the deterioration and measurement of chloride content with depth. The validity of the GPR technique was examined by comparing it with the results of the field investigation. Moreover, the correlation of the deteriorated depth with either the relative permittivity or EM wave attenuation was established. Results show that a GPR signal analysis method based on a dual-criteria (relative permittivity and EM wave attenuation) is more effective in analyzing the deterioration characteristics and evaluating the deteriorated depth of concrete bridge decks with asphalt overlay compared to the analysis method based on one of the two GPR properties. Results of the field test are considered to be significant wherein it establishes a relationship between the GPR property and deterioration characteristics of the bridge decks. Moreover, results show the practical applicability of the GPR technique in evaluating the deteriorated depth of the bridge decks with asphalt overlay.
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Research context

OpenAlex topics: Geophysical Methods and Applications · Ultrasonics and Acoustic Wave Propagation · Geophysical and Geoelectrical Methods

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References (37)

Show source-provided references
1. ASCE. (2013). 2013 report card for America’s infrastructure. Reston, VA: American Society of Civil Engineers (ASCE).10.1061/9780784478837 ↗
2. ASTM D6087-08. (2008). Standard test method for evaluating asphalt-covered concrete bridge decks using ground penetrating radar. West Conshohoken, PA: ASTM International.
3. ASTM D6432-11. (2011). Standard guide for using the surface ground penetrating radar method for subsurface investigation. West Conshohoken, PA: ASTM International.
4. Balanis, C. A. (1989). Advanced engineering electromagnetics. New York: Wiley.
5. Barnes, C. L., Trottier, J. F., & Forgeron, D. (2008). Improved concrete bridge deck evaluation using GPR by accounting for signal depth–amplitude effects. NDT and E International, 41, 427–433.10.1016/j.ndteint.2008.03.005 ↗
6. Cardimona, S., Willeford, B., Wenzlick, J. & Anderson, N. (2000). Investigation of bridge decks utilizing ground penetrating radar. In International conference on the application of geophysical technologies to planning, design. St. Louis, MO, USA.
7. Cassidy, N. J. (2009). Ground penetrating radar: theory and applications, electrical and magnetic properties of rocks. Amsterdam: Elsevier.
8. Cho, S. Y. (2003). Pre-wetted salt spreading. Journal of the Korean Society of Civil Engineers, 51, 16–19. (in Korean).
9. Dinh, K., Gucunski, N., Kim, J., & Duong, T. H. (2016). Understanding depth–amplitude effects in assessment of GPR data from concrete bridge decks. NDT and E International, 83, 48–58.10.1016/j.ndteint.2016.06.004 ↗
10. Fares, M. (2012). Etude de Modeles d’Homogeneisation Appliques aux Mesures Non Destructives Electromagnetiques des Constituants du Beton en Vue d’En Deduire la Teneur en Eau. Master’s thesis, Ecole Central, Universite de Nantes, IFSTTAR, France.
11. Geophysical Survey Systems, Inc. (GSSI). (2009). RADAN version 6.6. Salem, NH: GSSI.
12. Hasan, M. I., & Yazdani, N. (2014). Ground penetrating radar utilization in exploring inadequate concrete covers in a new bridge deck. Case Studies in Construction Materials, 1, 104–114.10.1016/j.cscm.2014.04.003 ↗
13. Korea Meterorological Administration (KMA). Retrieved January, 2018 from http://www.kma.go.kr .
14. KS F 2713. (2002). Testing method for analysis of chloride in concrete and concrete raw materials. Seoul: Korean Standards Association (KSA). (in Korean).
15. Lee, I., Kim, W., Kang, H., & Seo, J. (2015a). Analysis and prediction of highway bridge deck slab deterioration. Journal of the Korea Institute for Structural Maintenance and Inspection, 19, 68–75. (in Korean).10.11112/jksmi.2015.19.2.068 ↗
16. Lee, I. K., Park, C. H., Kang, H. T., & Park, M. S. (2015b). Bridge maintenance strategies for service life 100. EXTRI-2015-36-534.9607. Hwaseong: Expressway & Transportation Research Institute (ETRI). (in Korean).
17. Maser, K. R. (1990). New technology for bridge deck assessment. Phase II Report, FHWA-NETC-90-01, Cambridge: Massachusetts Institute of Technology, Center for Transportation Studies.
18. Maser, K. (1991). Bridge deck condition surveys using radar: case studies of 28 New England Decks. Transportation Research Record: Journal of the Transportational Research board, 1304, 94–102.
19. Maser, K. & Bernhardt, M. (2000) Statewide bridge deck survey using ground penetrating radar. In Structural materials technology IV: An NDT conference, 2000 Technomic (pp. 31–37). Lancaster, PA, USA.10.1016/B978-008043717-0/50053-2 ↗
20. Maser, K., R. & Scullion, T. (1991). Automated detection of pavement layer thicknesses and subsurface moisture using ground penetrating radar, TRB Paper.
21. Mccall, R. B. (2000). Fundamental statistics for behavioral sciences. Boston: Cengage Learning.
22. MLIT. (2013). Measures to be taken for the time being concerning the maintenance and renewal of social capital. South Korea: Ministry of Land, Infrastructure, and Transport (MLIT). (in Korean).
23. MLIT & KISTEC. (2003). Detailed procedures for safety inspection and precision safety. Goyang: Korea Infrastructure and Technology Corporation (KISTEC). (in Korean).
24. Morey, R. M. (1998). Ground penetrating radar for evaluating subsurface conditions for transportation facilities. Washington, DC: NCHRP Synthesis 255, Transportation Research Board, National Academy Press.
25. Olhoeft, G. R. (1984). Applications and limitations of ground penetrating radar. Expanded Abstracts (pp. 147–148). 54th annual international meeting and exposition of the Society of Exploration Geophysicists, Atlanta, GA.10.1190/1.1894192 ↗
26. Rhee, J., & Choi, J. (2017). Relative permittivity of damaged concrete bridge deck according to the weather condition: A case study. Journal of the Korea Academia-Industrial Cooperation Society, 18, 209–215. (in Korean).
27. Rhee, J., Choi, J., Kim, H., Park, K., & Choi, M. (2016). A study on the integrity assessment of bare concrete bridge deck based on the attenuation of radar signals. Journal of the Korea Institute for Structural Maintenance and Inspection, 20, 84–93. (in Korean).10.11112/jksmi.2016.20.4.084 ↗
28. Rhee, J., Kim, H., Ock, C., & Choi, J. (2018). An investigation of the deterioration characteristics of concrete bridge decks with asphalt concrete in korea. KSCE Journal of Civil Engineering, 22(2), 613–621.10.1007/s12205-017-1894-x ↗
29. Romero, F. A., Barnes, C. L., Azari, H., Nazarian, S., & Rascoe, C. D. (2015). Validation of benefits of automated depth correction method: Improving accuracy of ground-penetrating radar deck deterioration maps. Transportation Research Record: Journal of the Transportation Research Board, 2522, 100–109.10.3141/2522-10 ↗
30. Saarenketo, T. (2006). Electrical properties of road materials and subgrade soils and the use of ground penetrating radar in traffic infrastructure surveys. PhD thesis, Oulu University Press, Oulu.
31. Suh, J., Lee, I., & Rhee, J. (1998). Condition evaluation of concrete bridge decks. Seongnam: Korea Highway Corporation, 98-67-65, Highway Research Center. (in Korean).
32. Suh, J., Lee, I., & Rhee, J. (2009). Manual of deterioration prevention for bridge decks. Hwaseong: Korea Expressway Corporation Research Institute (KECRI) (in Korean).
33. Suh, J., Rhee, J. & Lee, I. (2000). Condition evaluation of concrete bridge decks by using GPR. In 10th road engineering association of Asia and Australasia (REAAA) conference, 2000 Tokyo, Japan.
34. Suh, J. W., Rhee, J. Y., Lee, B. J., & Park, C. H. (2010). Diagnosis of expressway bridge decks with asphaltconcrete. Computational Structural Engineering Institute of Korea, 23(4), 70–79 (in Korean).
35. Tarussov, A., Vandry, M., & De la Haza, A. (2013). Condition assessment of concrete structures using a new analysis method: Ground-penetrating radar computer-assisted visual interpretation. Construction and Building Materials, 38, 1246–1254.10.1016/j.conbuildmat.2012.05.026 ↗
36. Tsui, F., & Matthews, S. L. (1997). Analytical modelling of the dielectric properties of concrete for subsurface radar applications. Construction and Building Materials, 11, 149–161.10.1016/S0950-0618(97)00033-0 ↗
37. Varnavina, A. V., Sneed, L. H., Khamzin, A. K., Torgashov, E. V., & Anderson, N. L. (2015). An attempt to describe a relationship between concrete deterioration quantities and bridge deck condition assessment techniques. Journal of Applied Geophysics, 142, 38–48.10.1016/j.jappgeo.2017.05.009 ↗