Data-driven high friction surface treatment applications for roadway safety
DOI:
https://doi.org/10.55329/pyos8802Abstract
The Kentucky Transportation Cabinet (KYTC) Highway Safety Improvement Program (HSIP) has been utilizing a data-driven high friction surface treatment (HFST) program as a proven safety countermeasure for wet weather and roadway departure crashes. This report will walk through the origins of the study and the process to identify candidate locations for HFST and development of a pavement friction program. The project has constructed over forty sites in 2023, including a mixture of rural corridor curves, signalized intersection approaches, and limited access freeway ramps. The project utilized a mixture of pavement friction data, pavement resurfacing lists, and specific crash data. The sites are being reviewed to show the benefits through a before and after crash analysis and pavement condition over time based on traffic volumes, weather, and other factors.
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References
Brimley, B., P. Carlson (2012), 'Using high friction surface treatments to improve safety at horizontal curves', Texas Transportation Institute, TTI-2012-8.
Gayah, V., E. T. Donnell, P. Zhang (2024), 'Crash modification factors for high friction surface treatment on horizontal curves of two-lane highways: A combined propensity scores matching and empirical Bayes before-after approach', Accident Analysis & Prevention, 199, 107536. DOI: https://doi.org/10.1016/j.aap.2024.107536
Green, E., P. Ross (2021), 'Crash data analysis tool 2.0: Research report and user guide', Kentucky Transportation Center, KTC-21-21/SPR21-5602-1F.
Harmon, T., G. Bahar, F. Gross (2018), 'Crash costs for highway safety analysis', Federal Highway Administration, FHWA-SA-17-071.
Merritt, D., C. Lyon, B. Persaud, H. Torres (2020), 'Developing crash-modification factors for high-friction surface treatments', Federal Highway Administration, FHWA-HRT-20-061.
SCRIM, (2024), 'Sideway-force Coefficient Routine Investigation Machine', WDM.
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Copyright (c) 2025 Austin Obenauf, Mike Vaughn, Ryland Potter, Isaac Briskin
This work is licensed under a Creative Commons Attribution 4.0 International License.