Chapter
May 24, 2022

A Machine Learning-Based Framework for Automatic Bridge Deck Condition Assessment Using Ground Penetrating Radar

Publication: Computing in Civil Engineering 2021

ABSTRACT

Ground penetrating radar (GPR) is a non-destructive technique that has been used to evaluate the quality of concrete bridge deck. However, the lack of automated GPR data processing and interpretation methods hinders the use of GPR in large-scale bridge deck assessment. The objective of this research is to automate bridge deck condition assessment from GPR data based on image processing methods. An automated workflow is proposed to generate bridge deck deterioration map using GPR scans, which consists of three steps. First, the Random Forest classification model is trained to detect rebar regions in GPR scans using Histogram of Oriented Gradients (HOG) features. Second, robust hyperbolic fitting is used to fit each hyperbolic signature in the rebar region, and thus localizing the rebar by finding the peak of the fitting hyperbola. Third, detected rebars and their locations and depth-corrected amplitudes are used to create deterioration map. Field experiments were conducted on two bridge decks, and the results indicate the efficiency of the developed method. The proposed method achieves 98.6% accuracy on real GPR scans from the two bridge decks, which consists of thousands of individual rebar features. The developed workflow will help automate the processing of GPR scans and thus expedite the bridge deck inspection and evaluation.

Get full access to this article

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

REFERENCES

ARTBA. (2021). 2021 Bridge Conditions Report.
Dalal, N., and Triggs, B. (2005). “Histograms of oriented gradients for human detection.” Proc. - 2005 IEEE Comput. Soc. Conf. Comput. Vis. Pattern Recognition, CVPR 2005, 886–893.
Dinh, K., Gucunski, N., Kim, J., and Duong, T. H. (2016). “Understanding depth-amplitude effects in assessment of GPR data from concrete bridge decks.” NDT E Int., 83, 48–58.
Hu, D., Hou, F., Blakely, J., and Li, S. (2020). “Augmented Reality Based Visualization for Concrete Bridge Deck Deterioration Characterized by Ground Penetrating Radar.” Constr. Res. Congr. 2020 Comput. Appl., 1156–1164.
Kashif Ur Rehman, S., Ibrahim, Z., Memon, S. A., and Jameel, M. (2016). “Nondestructive test methods for concrete bridges: A review.” Constr. Build. Mater., 107, 58–86.
Leys, C., Ley, C., Klein, O., Bernard, P., and Licata, L. (2013). “Detecting outliers: Do not use standard deviation around the mean, use absolute deviation around the median.” J. Exp. Soc. Psychol., 49(4), 764–766.
Maas, C., and Schmalzl, J. (2013). “Using pattern recognition to automatically localize reflection hyperbolas in data from ground penetrating radar.” Comput. Geosci., 58, 116–125.
Pal, M. (2005). “Random forest classifier for remote sensing classification.” Int. J. Remote Sens., 26(1), 217–222.
Scott, M., Rezaizadeh, A., Delahaza, A., Santos, C. G., Moore, M., Graybeal, B., and Washer, G. (2003). “A comparison of nondestructive evaluation methods for bridge deck assessment.” ndt E Int., 36(4), 245–255.
Sun, H., Pashoutani, S., and Zhu, J. (2018). “Nondestructive evaluation of concrete bridge decks with automated acoustic scanning system and ground penetrating radar.” Sensors (Switzerland), 18(6), 1955.

Information & Authors

Information

Published In

Go to Computing in Civil Engineering 2021
Computing in Civil Engineering 2021
Pages: 74 - 82

History

Published online: May 24, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Da Hu, S.M.ASCE [email protected]
1Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN. Email: [email protected]
Shuai Li, Ph.D., A.M.ASCE [email protected]
2Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN. Email: [email protected]
Jiannan Cai, Ph.D., A.M.ASCE [email protected]
3Dept. of Construction Science, Univ. of Texas at San Antonio, San Antonio, TX. 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.

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 Paper
$35.00
Add to cart
Buy E-book
$358.00
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 Paper
$35.00
Add to cart
Buy E-book
$358.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share