Long-Term Performance and Safety Implications of High-Friction Surfacing Treatments-Reference-Cited by-同舟云学术

Long-Term Performance and Safety Implications of High-Friction Surfacing Treatments

Published:2023-03 Issue:1 Volume:149 Page:
ISSN:2573-5438
Container-title:Journal of Transportation Engineering, Part B: Pavements
language:en
Short-container-title:J. Transp. Eng., Part B: Pavements

Author:

Liu Wenyao¹^ORCID,Li Joshua Qiang²^ORCID,Yang Guangwei³,Wang Kelvin C. P.⁴,Wilson Bryan⁵^ORCID,Yang Xue¹^ORCID

Affiliation:

1. Ph.D. Student, School of Civil Engineering, Oklahoma State Univ., Stillwater, OK 74078. ORCID: .

2. Associate Professor/Williams Professor, School of Civil Engineering, Oklahoma State Univ., Stillwater, OK 74078 (corresponding author). ORCID: .

3. Postdoctor, School of Civil Engineering, Oklahoma State Univ., Stillwater, OK 74078.

4. Regents Professor, School of Civil Engineering, Oklahoma State Univ., Stillwater, OK 74078.

5. Associate Research Scientist, Texas A&M Transportation Institute, College Station, TX 77843. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JPEODX.PVENG-1073

Reference39 articles.

1. AASHTO. 2010. Highway safety manual. Washington, DC: AASHTO.

2. AASHTO. 2018a. Standard practice for high-friction surface treatment for asphalt and concrete pavements. AASHTO PP 79-14. Washington, DC: AASHTO.

3. AASHTO. 2018b. Standard practice for quantifying cracks in asphalt pavement surfaces from collected pavement images utilizing automated methods. AASHTO R 85-18. Washington, DC: AASHTO.

4. Anderson, K., M. Russell, J. Uhlmeyer, and J. Weston. 2015. Kwik bond polymers® High friction surface treatment. Olympia, WA: Washington State DOT.

5. Acceptable international roughness index thresholds based on present serviceability rating;Arhin S. A.;J. Civ. Eng. Res.,2015