journal article·2023-01-28

Deep-learning based non-contact method for assessing pavement skid resistance using 3D laser imaging technology

Guangwei Yang, Allen A. Zhang, Kelvin C. P. Wang, Joshua Qiang Li, Wenyao Liu, Yang Liu

Publisher page

Abstract

Traditional contact and water-based testing devices exhibit some limitations in evaluating pavement skid resistance. This study demonstrates the viability of deep learning (DL) based non-contact pavement skid resistance evaluation using 3D laser imaging technology. Pavement 3D images and friction numbers were collected from 28 field sites in 10 states in the U.S. to cover pavement sections with various texture and friction characteristics. A total number of 28,000 pairs of 3D images and friction numbers were prepared as the database to train and validate the friction prediction model, named as FrictionNet-V, using the convolutional neural network. The input of FrictionNet-V is the 3D pavement image from the left wheel path, and the output is the corresponding friction number ranging from 0.2 to 0.9. Based on the experimental results on 5,600 testing images, FrictionNet-V achieved better performance than other DL models in terms of speed and accuracy. The result demonstrates the potential of highway speed non-contact pavement skid resistance evaluation using high resolution 3D texture images and DL methods at the network level in the future.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Infrastructure Maintenance and Monitoring · Asphalt Pavement Performance Evaluation · Non-Destructive Testing Techniques

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

School of Civil and Environmental Engineering, Oklahoma State University, Stillwater, OK, USA

School of Civil Engineering, Southwest Jiaotong University, Chengdu, People’s Republic of China

Funding

Federal Highway Administration

References (50)

Show source-provided references
1. 10.3141/2369-1310.3141/2369-13 ↗
2. Association for Safe International Road Travel 2018. Road safety facts. http://web.archive.org/web/20181219165003/https://www.asirt.org/safe-travel/road-safety-facts/ (Accessed February 18 2021).
3. 10.1109/MetroAgriFor50201.2020.927762610.1109/MetroAgriFor50201.2020.9277626 ↗
4. 10.1177/135065011454453310.1177/1350650114544533 ↗
5. Chan, C, 2012. Monitoring and improving roadway surface conditions for safe driving environment and sustainable infrastructure. CA, 12–2199. California Department of Transportation, Sacramento, CA.
6. Chollet, F, 2017. Deep learning with Python. Manning Publications Co., Shelter Island. NY.
7. 10.1016/j.conbuildmat.2021.12350610.1016/j.conbuildmat.2021.123506 ↗
8. 10.1680/tran.9.0000710.1680/tran.9.00007 ↗
9. 10.1139/L10-02110.1139/L10-021 ↗
10. Federal Highway Administration (FHWA) 2010. Pavement Friction Management. Technical Advisory: T 5040.38.
11. Federal Highway Administration (FHWA) 2021. Roadway departure safety. Washington DC. https://safety.fhwa.dot.gov/roadway_dept/ (Accessed July 1 2021).
12. 10.1109/TITS.2019.289116710.1109/TITS.2019.2891167 ↗
13. 10.1109/ICSIPA.2017.812066010.1109/ICSIPA.2017.8120660 ↗
14. Hall, J.W, et al., 2009. NCHRP web document 108: Guide for pavement friction. Washington, D.C: Transportation Research Board, National Research Council.
15. He K et al. 2015a. Delving deep into rectifiers: surpassing human-level performance on ImageNet classification. arXiv:1502.01852.10.1109/ICCV.2015.123 ↗
16. He K et al. 2015b. Deep residual learning for image recognition. arXiv:1512.03385.10.1109/CVPR.2016.90 ↗
17. Huang Y 2012. New technologies for pavement evaluation. TxDOT 3-D pavement survey technology. The 86th Annual Transportation Short Course at Texas A&M University. https://static.tti.tamu.edu/conferences/tsc12/presentations/maint-pavement-mgmt/huang.pdf (Accessed June 11 2021).
18. 10.1109/DICTA.2018.861586810.1109/DICTA.2018.8615868 ↗
19. Izeppi, E.L., et al., 2017. Evaluation of methods for pavement surface friction, testing on non-tangent roadways and segments. FHWA/NC/, 2017–2002. Virginia Tech Transportation Institute, Blacksburg, VA.
20. 10.1016/j.triboint.2016.11.03810.1016/j.triboint.2016.11.038 ↗
21. Laurent J. et al. 2016. High-speed network level road texture evaluation using 1 mm resolution transverse 3D profiling sensors using a digital sand patch model. https://www.pavemetrics.com/wp-content/uploads/2016/04/LCMS_Texture.pdf (Accessed May 15 2021).
22. Lee, H., Hall, J., and Stanley, M, 2019. Develop statistical models quantifying the relationship between pavement surface friction characteristics and traffic accident rates. FDOT BE385. Gainesville, FL: Florida Department of Transportation.
23. 10.3141/2641-1910.3141/2641-19 ↗
24. Li Q. et al. 2021. Utilizing pavement friction and texture data for the reduction of traffic crashes and delays. FHWA-OK-21-01. Oklahoma Department of Transportation Oklahoma City OK.
25. 10.1016/j.ijprt.2016.01.00410.1016/j.ijprt.2016.01.004 ↗
26. 10.1061/JTEPBS.000024510.1061/JTEPBS.0000245 ↗
27. Mandal V. Mussah A.R. and Adu-Gyamfi Y. 2020. Deep learning frameworks for pavement distress classification: A comparative analysis. arXiv:2010.10681 [cs.CV].10.1109/BigData50022.2020.9378047 ↗
28. McGovern, C., Rusch, P., and Noyce, D.A, 2011. State practices to reduce wet weather skidding crashes. FHWA-SA-11-21. Washington, DC: Federal Highway Administration.
29. Meegoda J.N. 2009. Non-contact skid resistance measurement. FHWA-NJ-2009-020. New Jersey Department of Transportation Trenton NJ.
30. 10.17226/2516510.17226/25165 ↗
31. 10.17226/2592810.17226/25928 ↗
32. Ng A. et al. 2021. Unsupervised feature learning and deep learning tutorial. http://ufldl.stanford.edu/tutorial/ (Accessed July 10 2021).
33. Pennsylvania Department of Transportation (PDOT) 2021. Highway safety program guide. Harrisburg. PA.
34. 10.1680/jtran.17.0004510.1680/jtran.17.00045 ↗
35. PIARC 1995. International PIARC experiment to compare and harmonize texture and skid resistance measurements. Report NO. AIPCR-01-040.T. PIARC Brussels Belgium.
36. 10.3390/app911232010.3390/app9112320 ↗
37. Simonyan K. and Zisserman A. 2015. Very deep convolutional networks for large-scale image recognition. arXiv:1409.1556 [cs.CV].
38. 10.1007/s10489-020-02055-x10.1007/s10489-020-02055-x ↗
39. 10.1080/10298436.2014.94321610.1080/10298436.2014.943216 ↗
40. 10.1016/j.jtte.2015.10.00510.1016/j.jtte.2015.10.005 ↗
41. 10.1016/j.trc.2018.12.00410.1016/j.trc.2018.12.004 ↗
42. Wix R 2017. Using a 3D system for measuring pavement macro-texture. The 5th International Safer Roads Conference Auckland New Zealand. https://saferroadsconference.com/wp-content/uploads/2017/06/1330_4-Richard-Wix-Safer-Roads-Conference-Presentation-2017-Richard-Wix.pdf (Accessed April 8 2021).
43. World Health Organization, 2018. Global status report on road safety 2018: Summary. Geneva. Switzerland.
44. 10.1061/(ASCE)CP.1943-5487.000079710.1061/(ASCE)CP.1943-5487.0000797 ↗
45. 10.1520/JTE2018093710.1520/JTE20180937 ↗
46. 10.1061/(ASCE)CP.1943-5487.000094410.1061/(ASCE)CP.1943-5487.0000944 ↗
47. 10.1061/JPEODX.000018710.1061/JPEODX.0000187 ↗
48. 10.1111/mice.1240910.1111/mice.12409 ↗
49. 10.1080/10298436.2021.188486210.1080/10298436.2021.1884862 ↗
50. 10.1177/036119811882159810.1177/0361198118821598 ↗