Technical Papers
May 26, 2021

Interpreting Impact Echo Data to Predict Condition Rating of Concrete Bridge Decks: A Machine-Learning Approach

Publication: Journal of Bridge Engineering
Volume 26, Issue 8

Abstract

Maintaining the structural reliability of highway bridges under a budget constraint necessitates the development of accurate prediction models of bridge deck deterioration to maximize bridge service life while minimizing life-cycle costs. Traditionally, the structural condition of a bridge deck is assessed using ordinal discrete indices, referred to as condition ratings (CRs), assigned based on an assessment of the visible signs of deterioration. Nondestructive evaluation (NDE) is being increasingly utilized to gain objective insights into structural deterioration. The impact echo (IE) test is a common NDE technique that relies on the acoustic resonance response of a bridge deck to detect subsurface delamination that can lead to spalling. However, IE data interpretation is largely done manually and the connection between the IE results and CRs is not fully explored. The aim of this study is to model the spectral characteristics of IE signals to quantify the structural integrity of bridge decks and predict CRs. First, a nearest neighbor clustering of IE signal energy distribution in the frequency domain is conducted to generate condition labels for each IE response (good, fair, poor) automatically. The condition labels are then input to a support vector machine (SVM) classification model to predict the CRs. The models are trained and tested using data from the Long-Term Bridge Performance (LTBP) data set pertaining to 38 tested bridges with recorded NDE data collected over a span of 2 years on average. The findings indicate that the proposed model is capable of automatically predicting CRs for bridge decks given the raw IE test data with an accuracy of 87.5%.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

Some or all data, models, or code generated or used during the study are available in a repository or online in accordance with the funder’s data retention policies (https://infobridge.fhwa.dot.gov/Data).

References

AASHTO. 2017. AASHTO LRFD bridge design specifications, 8th ed. Washington, DC: AASHTO.
Aggarwal, C. C., A. Hinneburg, and D. A. Keim. 2001. “On the surprising behavior of distance metrics in high dimensional spaces.” In Vol. 1973 of Lecture Notes in Computer Science, 420–434. Berlin, Germany: Springer.
Barnes, C. L., J.-F. Trottier, and D. Forgeron. 2008. “Improved concrete bridge deck evaluation using GPR by accounting for signal depth–amplitude effects.” NDT & E Int. 41 (6): 427–433. https://doi.org/10.1016/j.ndteint.2008.03.005.
Binda, L., and C. Molina. 1990. “Building materials durability: Semi-Markov approach.” J. Mater. Civ. Eng. 2 (4): 223–239. https://doi.org/10.1061/(ASCE)0899-1561(1990)2:4(223).
Black, M., A. T. Brint, and J. R. Brailsford. 2005. “A semi-Markov approach to modelling asset deterioration.” J. Oper. Res. Soc. 56: 1241–1249. https://doi.org/10.1057/palgrave.jors.2601967.
Blagus, R., and L. Lusa. 2012. “Evaluation of smote for high-dimensional class-imbalanced microarray data.” In Vol. 2 of Proc., 2012 11th Int. Conf. on Machine Learning and Applications, 89–94.Piscataway, NJ: IEEE.
Blei, D. M., A. Kucukelbir, and J. D. McAuliffe. 2017. “Variational inference: A review for statisticians.” J. Am. Stat. Assoc. 112 (518): 859–877. https://doi.org/10.1080/01621459.2017.1285773.
Boser, B. E., I. M. Guyon, and V. N. Vapnik. 1992. “A training algorithm for optimal margin classifiers.” In Proc., 5th Annual Workshop on Computational Learning Theory, 144–152. New York: Association for Computing Machinery. https://doi.org/10.1145/130385.130401.
Carino, N. J., and M. Sansalone. 1988. “Impact-echo: A new method for inspecting construction materials.” In Proc., Conf. on NDT&E Manufacturing Construction, 209–223. Urbana, IL: Univ. of Illinois at Urbana–Champaign.
Carino, N. J., M. Sansalone, and N. N. Hsu. 1986. “Flaw detection in concrete by frequency spectrum analysis of impact-echo waveforms.” In International Advances in Nondestructive Testing. Vol. 12, 117–146. New York: Gordon and Breach Science Publishers.
Celaya, M., P. Shokouhi, and S. Nazarian. 2007. “Assessment of debonding in concrete slabs using seismic methods.” Transp. Res. Rec. 2016 (1): 65–75. https://doi.org/10.3141/2016-08.
Cesare, M. A., C. Santamarina, C. Turkstra, and E. H. Vanmarcke. 1992. “Modeling bridge deterioration with Markov chains.” J. Transp. Eng. 118 (6): 820–833. https://doi.org/10.1061/(ASCE)0733-947X(1992)118:6(820).
Cinlar, E. 1975. Introduction to stochastic processes. New York: Prentice Hall.
Dorafshan, S., and H. Azari. 2020. “Evaluation of bridge decks with overlays using impact echo, a deep learning approach.” Autom. Constr. 113: 103133. https://doi.org/10.1016/j.autcon.2020.103133.
Dunker, K. F., and B. G. Rabbat. 1990. “Performance of highway bridges.” Concr. Int. 12 (8): 40–42.
Gucunski, N., F. Romero, S. Kruschwitz, R. Feldmann, A. Abu-Hawash, and M. Dunn. 2010. “Multiple complementary nondestructive evaluation technologies for condition assessment of concrete bridge decks.” Transp. Res. Rec. 2201 (1): 34–44. https://doi.org/10.3141/2201-05.
Guler, S. I., and S. Madanat. 2011. “Axle load power for pavement fatigue cracking: Empirical estimation and policy implications.” Transp. Res. Rec. 2225 (1): 21–24. https://doi.org/10.3141/2225-03.
Hartigan, J. A., and M. A. Wong. 1979. “Algorithm as 136: A k-means clustering algorithm.” J. R. Stat. Soc. Ser. C 28 (1): 100–108.
He, H., and E. A. Garcia. 2009. “Learning from imbalanced data.” IEEE Trans. Knowl. Data Eng. 21 (9): 1263–1284. https://doi.org/10.1109/TKDE.2008.239.
Hoegh, K., L. Khazanovich, S. Dai, and T. Yu. 2015. “Evaluating asphalt concrete air void variation via GPR antenna array data.” Case Stud. Nondestr.Test. Eval. 3: 27–33. https://doi.org/10.1016/j.csndt.2015.03.002.
Huston, D., J. Cui, D. Burns, and D. Hurley. 2011. “Concrete bridge deck condition assessment with automated multisensor techniques.” Struct. Infrastruct. Eng. 7 (7–8): 613–623. https://doi.org/10.1080/15732479.2010.501542.
Igual, J. 2020. “Hierarchical clustering of materials with defects using impact-echo testing.” IEEE Trans. Instrum. Meas. 69 (8): 5316–5324. https://doi.org/10.1109/TIM.19.
Igual, J., A. Salazar, G. Safont, and L. Vergara. 2015. “Semi-supervised Bayesian classification of materials with impact-echo signals.” Sensors 15 (5): 11528–11550. https://doi.org/10.3390/s150511528.
Jiang, Y., M. Saito, and K. C. Sinha. 1988. “Bridge performance prediction model using the Markov chain.” Transp. Res. Rec. 1180: 25–32.
Kingma, D. P., and M. Welling. 2014. “Auto-encoding variational bayes.” Computing Research Repository (CoRR), abs/1312.6114.
Kushner, H., and G. Yin. 1997. Stochastic approximation algorithms and applications. New York: Springer.
Lee, Y. H., and T. Oh. 2016. “The measurement of P-, S-, and R-wave velocities to evaluate the condition of reinforced and prestressed concrete slabs.” Adv. Mater. Sci. Eng. 2016 (6): 1–14.
Lim, M. K., and H. Cao. 2013. “Combining multiple NDT methods to improve testing effectiveness.” Constr. Build. Mater. 38: 1310–1315. https://doi.org/10.1016/j.conbuildmat.2011.01.011.
Lu, C., D. Chen, and Y. Kou. 2003. “Algorithms for spatial outlier detection.” In Proc., 3rd IEEE Int. Conf. on Data Mining, 597–600. Piscataway, NJ: IEEE.
Madanat, S. 1993. “Incorporating inspection decisions in pavement management.” Transp. Res. Part B Methodol. 27 (6): 425–438. https://doi.org/10.1016/0191-2615(93)90015-3.
Manafpour, A., I. Guler, A. Radlińska, F. Rajabipour, and G. Warn. 2018. “Stochastic analysis and time-based modeling of concrete bridge deck deterioration.” J. Bridge Eng. 23 (9): 04018066. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001285.
Maser, K., N. Martino, J. Doughty, and R. Birken. 2012. “Understanding and detecting bridge deck deterioration with ground-penetrating radar.” Transp. Res. Rec. 2313 (1): 116–123. https://doi.org/10.3141/2313-13.
Maser, K. R., and W. M. K. Roddis. 1990. “Principles of thermography and radar for bridge deck assessment.” J. Transp. Eng. 116 (5): 583–601. https://doi.org/10.1061/(ASCE)0733-947X(1990)116:5(583).
Mauch, M., and S. Madanat. 2001. “Semiparametric hazard rate models of reinforced concrete bridge deck deterioration.” J. Infrastruct. Syst. 7 (2): 49–57. https://doi.org/10.1061/(ASCE)1076-0342(2001)7:2(49).
McDaniel, M., M. Celaya, and S. Nazarian. 2010. “Concrete bridge deck quality mapping with seismic methods: Case study in Texas.” Transp. Res. Rec. 2202 (1): 53–60. https://doi.org/10.3141/2202-07.
Mishalani, R. G., and S. M. Madanat. 2002. “Computation of infrastructure transition probabilities using stochastic duration models.” J. Infrastruct. Syst. 8 (4): 139–148. https://doi.org/10.1061/(ASCE)1076-0342(2002)8:4(139).
Morcous, G. 2006. “Performance prediction of bridge deck systems using Markov chains.” J. Perform. Constr. Facil. 20 (2): 146–155. https://doi.org/10.1061/(ASCE)0887-3828(2006)20:2(146).
Neath, A. A., and J. E. Cavanaugh. 2012. “The Bayesian information criterion: Background, derivation, and applications.” WIREs Comput. Stat. 4 (2): 199–203. https://doi.org/10.1002/wics.199.
Oh, T., S.-H. Kee, R. W. Arndt, J. S. Popovics, and J. Zhu. 2013. “Comparison of NDT methods for assessment of a concrete bridge deck.” J. Eng. Mech. 139 (3): 305–314. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000441.
Omar, T., and M. L. Nehdi. 2018. “Clustering-based threshold model for condition assessment of concrete bridge decks using infrared thermography.” In Facing the challenges in structural engineering, edited by H. Rodrigues, A. Elnashai, and G. M. Calvi, 242–253. Cham: Springer.
Omar, T., M. L. Nehdi, and T. Zayed. 2017. “Integrated condition rating model for reinforced concrete bridge decks.” J. Perform. Constr. Facil. 31 (5): 04017090. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001084.
Perman, M., A. Senegacnik, and M. Tuma. 1997. “Semi-Markov models with an application to power-plant reliability analysis.” IEEE Trans. Reliab. 46 (4): 526–532. https://doi.org/10.1109/24.693787.
Reger, D., E. Christofa, I. Guler, and S. Madanat. 2013. “Estimation of pavement crack initiation models by combining experimental and field data.” J. Infrastruct. Syst. 19 (4): 434–441. https://doi.org/10.1061/(ASCE)IS.1943-555X.0000148.
Rezende, D. J., S. Mohamed, and D. Wierstra. 2014. “Stochastic backpropagation and approximate inference in deep generative models.” In Proc., 31st Int. Conf. on Machine Learning, edited by E. P. Xing and T. Jebara, Vol. 32 of Proceedings of machine learning research, 1278–1286. Bejing, China: PMLR. Accessed May 4, 2021. http://proceedings.mlr.press/v32/rezende14.html.
Robbins, H., and S. Monro. 1951. “A stochastic approximation method.” Ann. Math. Statist. 22: 400–407. https://doi.org/10.1214/aoms/1177729586.
Robert, C., and G. Casella. 2004. Monte Carlo statistical methods. New York: Springer.
Ross, S. M. 1970. Applied probability models with optimization applications. San Francisco: Holden-Day.
Sansalone, M., and N. J. Carino. 1989. “Detecting delaminations in concrete slabs with and without overlays using the impact-echo method.” ACI Mater. J. 86 (2): 175–184.
Sansalone, M., and W. B. Streett. 1997. Impact-echo: nondestructive evaluation of concrete and masonry. Ithaca, NY.Bullbrier Press.
Scherer, W. T., and D. M. Glagola. 1994. “Markovian models for bridge maintenance management.” J. Transp. Eng. 120 (1): 37–51. https://doi.org/10.1061/(ASCE)0733-947X(1994)120:1(37).
Schwarz, G. 1978. “Estimating the dimension of a model.” Ann. Stat. 6 (2): 461–464. https://doi.org/10.1214/aos/1176344136.
Scott, M., A. Rezaizadeh, A. Delahaza, C. Santos, M. Moore, B. Graybeal, and G. Washer. 2003. “A comparison of nondestructive evaluation methods for bridge deck assessment.” NDT & E Int. 36 (4): 245–255. https://doi.org/10.1016/S0963-8695(02)00061-0.
Senin, S., and R. Hamid. 2016. “Ground penetrating radar wave attenuation models for estimation of moisture and chloride content in concrete slab.” Constr. Build. Mater. 106: 659–669. https://doi.org/10.1016/j.conbuildmat.2015.12.156.
Shokouhi, P., J. Wöstmann, G. Schneider, B. Milmann, A. Taffe, and H. Wiggenhauser. 2011. “Nondestructive detection of delamination in concrete slabs: Multiple-method investigation.” Transp. Res. Rec. 2251 (1): 103–113. https://doi.org/10.3141/2251-11.
Sobanjo, J. O. 2011. “State transition probabilities in bridge deterioration based on Weibull sojourn times.” Struct. Infrastruct. Eng. 7 (10): 747–764. https://doi.org/10.1080/15732470902917028.
Stone, M. 1979. “Comments on model selection criteria of akaike and Schwarz.” J. R. Stat. Soc. Ser. B 41 (2): 276–278. https://doi.org/10.1111/rssb.1979.41.issue-2.
Sultan, A. A., and G. A. Washer. 2018. “Comparison of two nondestructive evaluation technologies for the condition assessment of bridge decks.” Transp. Res. Rec. 2672 (41): 113–122. https://doi.org/10.1177/0361198118790835.
Tarighat, A., and A. Miyamoto. 2009. “Fuzzy concrete bridge deck condition rating method for practical bridge management system.” Expert Syst. Appl. 36 (10): 12077–12085. https://doi.org/10.1016/j.eswa.2009.04.043.
Thompson, P. D., and M. B. Johnson. 2005. “Markovian bridge deterioration: Developing models from historical data.” Struct. Infrastruct. Eng. 1 (1): 85–91. https://doi.org/10.1080/15732470412331289332.
Vapnik, V., S. E. Golowich, and A. Smola. 1996. “Support vector method for function approximation, regression estimation and signal processing.” In Proc., 9th Int. Conf. on Neural Information Processing Systems, 281–287. Cambridge, MA: MIT Press.
Varnavina, A. V., L. H. Sneed, A. K. Khamzin, E. V. Torgashov, and N. L. Anderson. 2017. “An attempt to describe a relationship between concrete deterioration quantities and bridge deck condition assessment techniques.” J. Appl. Geophys. 142: 38–48. https://doi.org/10.1016/j.jappgeo.2017.05.009.
Völker, C., and P. Shokouhi. 2015. “Multi sensor data fusion approach for automatic honeycomb detection in concrete.” NDT & E Int. 71: 54–60. https://doi.org/10.1016/j.ndteint.2015.01.003.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 26Issue 8August 2021

History

Received: Nov 10, 2020
Accepted: Mar 17, 2021
Published online: May 26, 2021
Published in print: Aug 1, 2021
Discussion open until: Oct 26, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., University Park, PA 16802 (corresponding author). ORCID: https://orcid.org/0000-0001-7076-6747. Email: [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., University Park, PA 16802. ORCID: https://orcid.org/0000-0001-6255-3135. Email: [email protected]
Parisa Shokouhi, Aff.M.ASCE [email protected]
Associate Professor, Dept. of Engineering Science and Mechanics, Pennsylvania State Univ., University Park, PA 16802. Email: [email protected]

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.

Cited by

  • Predicting Concrete Bridge Deck Deterioration: A Hyperparameter Optimization Approach, Journal of Performance of Constructed Facilities, 10.1061/JPCFEV.CFENG-4714, 38, 3, (2024).
  • Synthesized Evaluation of Reinforced Concrete Bridge Defects, Their Non-Destructive Inspection and Analysis Methods: A Systematic Review and Bibliometric Analysis of the Past Three Decades, Buildings, 10.3390/buildings13030800, 13, 3, (800), (2023).
  • Classification of Impact Echo Signals Using Explainable Deep Learning and Transfer Learning Approaches, Transportation Research Record: Journal of the Transportation Research Board, 10.1177/03611981231159404, (036119812311594), (2023).
  • Structural Deterioration Knowledge Ontology towards Physics-Informed Machine Learning for Enhanced Bridge Deterioration Prediction, Journal of Computing in Civil Engineering, 10.1061/(ASCE)CP.1943-5487.0001066, 37, 1, (2023).
  • Comparison between Supervised and Unsupervised Learning for Autonomous Delamination Detection Using Impact Echo, Remote Sensing, 10.3390/rs14246307, 14, 24, (6307), (2022).
  • Measuring the Acoustic Characteristics of Compact Concrete Building Structures Using the Impact Echo Method, Russian Journal of Nondestructive Testing, 10.1134/S106183092201003X, 58, 1, (1-9), (2022).
  • Bridge Inspection and Defect Recognition with Using Impact Echo Data, Probability, and Naive Bayes Classifiers, Infrastructures, 10.3390/infrastructures6090132, 6, 9, (132), (2021).

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share