Capture and Quantification of Deterioration Progression in Concrete Bridge Decks through Periodical NDE Surveys
Publication: Journal of Infrastructure Systems
Volume 23, Issue 1
Abstract
Monitoring the condition of concrete bridge decks is essential because bridge decks are deteriorating faster than other bridge components. This study concentrated on bridge deck condition assessment using complementary nondestructive evaluation (NDE) techniques. The assessment had three main components: evaluation of the corrosive environment and corrosion processes, concrete degradation evaluation, and assessment with respect to deck delamination. Five NDE techniques were used: impact echo (IE) to detect and characterize delamination, ground-penetrating radar (GPR) to describe the corrosive environment, measurement of the concrete cover and description of its overall condition, half-cell potential (HCP) to assess corrosion activity, ultrasonic surface waves (USW) to describe concrete quality, and electrical resistivity (ER) to estimate corrosion rate. The ability of NDE methods to objectively characterize deterioration progression is illustrated by the results from four NDE surveys of a bridge in Virginia during a period of five and a half years. The results, which include condition maps and condition indices, demonstrate the ability of NDE technologies to accurately and objectively detect and quantify deterioration progression. Results from periodical NDE surveys show a high potential for development of more realistic deterioration and lifecycle cost models for bridge decks.
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Acknowledgments
The authors sincerely acknowledge the support for the LTBP Program provided by the FHWA, especially Drs. Hamid Ghasemi and Robert Zobel. The authors are also grateful to the Virginia Department of Transportation (VDOT) for its cooperation in providing access to the Haymarket Bridge. Finally, the authors are grateful to the previous and current research staff at Rutgers’ Center for Advanced Infrastructure and Transportation (CAIT), especially Drs. Sabine Kruschwitz and Seong-Hoon Kee, Ruediger Feldmann, Hooman Parvardeh, Kenneth Lee, Shane Mott, and Insung Hwang, for their help during the five-year data collection.
References
ASTM. (2008). “Standard test method for evaluating asphalt-covered concrete bridge decks using ground penetrating radar.” ASTM D6087-08, West Conshohocken, PA.
ASTM. (2009). “Standard test method for half cell potentials of reinforcing steel in concrete.” ASTM C876-09, West Conshohocken, PA.
Barnes, C. L., and Trottier, J.-F. (2000). “Ground penetrating radar for network level concrete deck repair management.” J. Transp. Eng., 257–262.
Bien, J., Elfgren, L., and Olofsson, J. (2007). Sustainable bridges—Assessment for future traffic demands and longer lives (TIP3-CT-2003-001653), EU, Wroclaw, Poland.
Böhni, H., and Elsener, B. (1991). “Früherkennung von Bauwerkskonstruktionen: Potentialfeldmessung und galvanostatische Impulstechnik, Zerstörungsfreie Prüfung im Bauwesen.” Proc., Int. ZfPBau-Symp.–Berlin, DGZfP, Berlin, 101–122.
Brown, R. D. (1980). “Mechanisms of corrosion of steel in concrete in relation to design, inspection, and repair of offshore and coastal structures.” ACI SP-65, American Concrete Institute, Farmington Hills, MI, 169–204.
Carino, N. J. (2001). “The impact-echo method: An overview.” Proc., Structures Congress and Exposition, P. C. Chang, ed., (CD-ROM), ASCE, Reston, VA, 18.
Elsener, B. (2003). “Half-cell potential measurements—Potential mapping on reinforced concrete structures.” Mater. Struct., 36(7), 461–471.
FHWA. (2013). 2013 status of the nation’s highways, bridges, and transit: Conditions and performance, Washington, DC, 482.
Gibson, A., and Popovics, J. S. (2005). “Lamb wave basis for impact-echo method analysis.” J. Eng. Mech., 438–443.
Gowers, K. R., and Millard, S. G. (1999). “Measurement of concrete resistivity for assessment of corrosion severity of steel using Wenner technique.” ACI Mater. J., 96(5), 536–541.
Gucunski, N., et al. (2013). “Nondestructive testing to identify concrete bridge deck deterioration.”, Transportation Research Board, Washington, DC.
Gucunski, N., Consolazio, G. R., and Maher, A. (2006). “Concrete bridge deck delamination detection by integrated ultrasonic methods.” Int. J. Mater. Prod. Technol., 26(1–2), 19–34.
Gucunski, N., Romero, F., Kruschwitz, S., Feldmann, R., Abu-Hawash, A., and Dunn, M. (2010). “Condition assessment of concrete bridge decks by multiple complementary NDE technologies.” Transp. Res. Rec., 2201, 34–44.
Hatami, A., and Morcous, G. (2011). “Developing deterioration models for Nebraska bridges.” Nebraska Dept. of Roads, Lincoln, NE.
Lin, J. M., and Sansalone, M. (1997). “A procedure for determining P-wave speed in concrete for use in impact-echo testing using a Rayleigh wave speed measurement technique.” Innovations in nondestructive testing, S. Pessiki and L. Olson, eds., American Concrete Institute, Farmington Hills, MI, 137–165.
Maser, K., and Bernhardt, M. (2000). “Statewide bridge deck survey using ground penetrating radar.” ASNT Structural Materials Technology IV–An NDT Conf., Atlantic, NJ, 31–37.
Maser, K. R., and Rawson, A. (1992). “Network bridge deck surveys using high speed radar: Case studies of 44 decks (abridgement).” Transp. Res. Rec., 1347, 25–28.
Mauch, M., and Madanat, S. (2001). “Semiparametric hazard rate models of reinforced concrete bridge deck deterioration.” J. Infrastruct. Syst., 49–57.
Millard, S. G., and Bungey, J. H. (1993). “Radar inspection of structures.” Proc. Inst. Civ. Eng., 99(2), 173–186.
Morcous, G. (2006). “Performance prediction of bridge deck systems using Markov chains.” J. Perform. Constr. Facil., 146–155.
Nazarian, S., Baker, M. R., and Crain, K. (1993). “Development and testing of a seismic pavement analyzer.”, Transportation Research Board, National Research Council, Washington, DC.
Nowak, A., and Szerszen, M. (2003). “Life-cycle deterioration models for concrete deck slabs.” Life-cycle performance of deteriorating structures, D. M. Frangopol, E. Brühwiler, M. H. Faber, and B. Adey, eds., ASCE, Reston, VA, 133–140.
Pailes, B. M. (2014). “Damage identification, progression, and condition rating of bridge decks using multi-modal non-destructive testing.” Ph.D. dissertation, Rutgers Univ., Piscataway, NJ.
Roberts, G. E., Roberts, R. L., and Tarussov, A. (2001). “Identifying concrete deterioration using ground penetrating radar technology.” Proc., Annual ASNT Fall Conf. and Quality Testing Show, ASNT, Columbus, OH.
Sansalone, M. (1997). “Impact-echo: The complete story.” ACI Struct. J., 94(6), 777–786.
Scott, M., Rezaizadeh, A., and Moore, M. (2001). “Phenomenology study of HERMES ground penetrating radar technology for detection and identification of common bridge deck features.” FHWA-RD-01-090, Federal Highway Administration, U.S. Dept. of Transportation, Washington, DC.
Tsiatas, G., and Robinson, J. (2002). “Durability evaluation of concrete crack repair systems.” Transp. Res. Rec., 1795, 82–87.
Yuan, D., Nazarian, S., Chen, D., and Hugo, F. (1999). “Use of seismic pavement analyzer to monitor degradation of flexible pavements under Texas mobile load simulator.” Transp. Res. Rec., 1615, 3–10.
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© 2016 American Society of Civil Engineers.
History
Received: Aug 30, 2015
Accepted: Apr 15, 2016
Published online: Jun 17, 2016
Discussion open until: Nov 17, 2016
Published in print: Mar 1, 2017
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