Abstract

Although high-friction surface treatments (HFSTs) are a proven efficient countermeasure for the reduction of roadway departure crashes, their long-term pavement performance has yet not been fully understood with large-scale field monitoring. This paper presented and analyzed 3 years of monitoring results on 36 HFST sites located in 12 states in the US ranging from 0 to 11 years in treatment age. Taking the traffic directions and number of lanes at each site into consideration, a total of 65 HFST segments were measured. Onsite data were collected by a Grip Tester for pavement friction, the PaveVision3D laser imaging system for condition evaluation and high-resolution pavement images, and the AMES high-speed profiler for surface texture and roughness. The evolutions of HFST surface characteristics and field performance were evaluated. It was found that most HFST sites continued providing superior friction values compared with the neighboring nontreated surfaces. Cracking and surface delamination were observed as the major failure types on a few sites. The delaminated area exhibited higher roughness values and lower friction numbers. Subsequently, a multivariant friction prediction model was developed to assist in understanding its influencing factors and deterioration trends. Furthermore, a safety performance function was built for crash frequency estimation on HFST sites, through which the benefit of HFST in reducing roadway departure crashes could be further quantified.

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Data Availability Statement

All data, models, or codes that support the findings of this study are available from the corresponding author upon reasonable request and permission from the project funder.

Acknowledgments

This research is funded by the Federal Highway Administration (FHWA), and the US Department of Transportation, and supported by the Oklahoma Department of Transportation (ODOT).

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Go to Journal of Transportation Engineering, Part B: Pavements
Journal of Transportation Engineering, Part B: Pavements
Volume 149Issue 1March 2023

History

Received: Sep 29, 2021
Accepted: Sep 19, 2022
Published online: Nov 25, 2022
Published in print: Mar 1, 2023
Discussion open until: Apr 25, 2023

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Ph.D. Student, School of Civil Engineering, Oklahoma State Univ., Stillwater, OK 74078. ORCID: https://orcid.org/0000-0002-1611-4956. Email: [email protected]
Associate Professor/Williams Professor, School of Civil Engineering, Oklahoma State Univ., Stillwater, OK 74078 (corresponding author). ORCID: https://orcid.org/0000-0002-2632-7808. Email: [email protected]
Guangwei Yang [email protected]
Postdoctor, School of Civil Engineering, Oklahoma State Univ., Stillwater, OK 74078. Email: [email protected]
Kelvin C. P. Wang, M.ASCE [email protected]
Regents Professor, School of Civil Engineering, Oklahoma State Univ., Stillwater, OK 74078. Email: [email protected]
Associate Research Scientist, Texas A&M Transportation Institute, College Station, TX 77843. ORCID: https://orcid.org/0000-0002-7905-3185. Email: [email protected]
Ph.D. Student, School of Civil Engineering, Oklahoma State Univ., Stillwater, OK 74078. ORCID: https://orcid.org/0000-0002-5980-210X. Email: [email protected]

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