journal article·2025-06-02Open access

Comparative Analysis of Lab-Data-Driven Models for International Friction Index Prediction in High Friction Surface Treatment (HFST)

Alireza Roshan, Magdy Abdelrahman

Applied Sciences· Volume 15· Issue 11

Abstract

High Friction Surface Treatments (HFSTs) are often utilized as a spot treatment to enhance selected areas with high friction demand rather than extended pavement sections and are helpful in increasing skid resistance and minimizing road accidents. A laboratory design approach was created to assess the fundamental ideas behind the international friction index (IFI) concept and update the present IFI model parameters for HFST applications based on test findings to gain a better understanding of HFST performance. Two aggregate types in three sizes were tested under controlled polishing cycles. Friction and texture were measured using the Dynamic Friction Tester (DFT) and Circular Track Meter (CTM). Three physics-informed empirical models, including logarithmic, power law, and polynomial models, were selected to better represent texture effects, nonlinear scaling, and complex interactions between COF and MPD. Results show that friction performance varies with aggregate type, gradation, and polishing, and that traditional IFI parameters may not fully capture HFST behavior. Model refinements are suggested to better represent HFST surface characteristics with the lowest testing Root Mean Squared Error (RMSE) (0.049) and the highest predictive accuracy R2 (0.821); the logarithmic model was found to be the best. Sensitivity analysis revealed that IFI predictions are more sensitive to COF (ΔIFI: 14.3–17.7%) than MPD (ΔIFI: 1.5–6.0%) across all models. These results demonstrate how these models can improve HFST design and performance assessment while providing useful information for enhancing road safety. This process is a useful tool for evaluating HFST friction resistance in a lab setting since it calculates HFST skid resistance using results measured in the lab.
Source: crossref · Quality: baseline

Research context

OpenAlex topics: Advanced machining processes and optimization · Advanced Surface Polishing Techniques · Adhesion, Friction, and Surface Interactions

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

Affiliations

Department of Civil, Architectural, and Environmental Engineering, Missouri University of Science and Technology, Rolla, MO 65409, USA

Funding

Missouri University of Science and Technology (Missouri S&T)

References (46)

Show source-provided references
1. Roshan, A., and Abdelrahman, M. (2025, April 15). Friction Enhancements to Asphalt Pavement Surfaces, Available online: https://rosap.ntl.bts.gov/view/dot/77701.10.3390/app15020873 ↗
2. de León Izeppi, E., Flintsch, G.W., and McGhee, K.K. (2010). Field Performance of High Friction Surfaces, Virginia Center for Transportation Innovation and Research.
3. Merritt, D.K., Lyon, C., and Persaud, B. (2015). Evaluation of Pavement Safety Performance, United States Federal Highway Administration.
4. Federal Highway Administration (FHWA) (2025, April 15). EveryDay Counts Program (EDC-2) Innovation, Available online: https://www.fhwa.dot.gov/innovation/everydaycounts/edc-2.cfm.
5. Evaluating Friction Characteristics of High Friction Surface Treatment Application Under Varied Polishing and Slippery Conditions10.1177/03611981241257505 ↗
6. Li, S., Hu, J., Tan, Y., Xiao, S., Han, M., Li, S., Li, J., and Wang, W. (Tribol. Int., 2024). A review of non-contact approach for pavement skid resistance evaluation based on texture, Tribol. Int.10.1016/j.triboint.2024.109737 ↗
7. Roshan, A., and Abdelrahman, M. (2024). Influence of Aggregate Properties on Skid Resistance of Pavement Surface Treatments. Coatings, 14.10.3390/coatings14081037 ↗
8. Prediction modeling of skid resistance and texture depth on flexible pavement for urban roads10.1016/j.matpr.2021.10.304 ↗
9. Application of Three-Dimensional Printing to Pavement Texture Effects on Rubber Friction10.1080/14680629.2016.1194883 ↗
10. Developing an effective approach to assess pavement condition for high friction surface treatment (HFST) installation10.14311/AP.2024.64.0571 ↗
11. Influences of Alternative Friction Aggregates on Texture and Friction Characteristics of High Friction Surface Treatment10.1016/j.conbuildmat.2021.125643 ↗
12. Calculation of Skid Resistance from Texture Measurements
13. Long-term skid resistance and prediction model of asphalt pavement by accelerated pavement testing10.1016/j.conbuildmat.2023.131004 ↗
14. Development of a Mean Profile Depth to Mean Texture Depth Shift Factor for Asphalt Pavements10.3141/2641-18 ↗
15. Improving aggregate abrasion resistance prediction via Micro-Deval test using ensemble machine learning techniques10.4186/ej.2024.28.3.15 ↗
16. Wambold, J.C., Antle, C.E., Henry, J.J., and Rado, Z. (1995). International PIARC Experiment to Compare and Harmonize Texture and Skid Resistance Measurements, PIARC.
17. Evaluation of the Speed Constant and Its Effect on the Calibration of Friction-Measuring Devices10.3141/2155-15 ↗
18. (2011). Standard Practice for Calculating International Friction Index of a Pavement Surface, Annual Book of ASTM Standards (Standard No. ASTM E1960-07).
19. An exploratory step for a general unified approach to labelling of road surface and tyre wet friction10.1016/j.aap.2020.105462 ↗
20. Rajaei, S., Chatti, K., and Dargazany, R. (2017, January 8–12). A Review: Pavement Surface Micro-Texture and Its Contribution to Surface Friction. Proceedings of the Transportation Research Board 96th Annual Meeting; Transportation Research Board, Washington, DC, USA.
21. Pereira, P.A., Pais, J.C., Trichês, G., and Fontes, L.P. (2008, January 21–23). Skid resistance and texture of compacted asphalt mixes evaluated from the IFI in laboratory preparation. Proceedings of the 4th Eurasphalt and Eurobitume Congress, Copenhagen, Denmark.
22. Wilson, B., and Saca, M. (2021). High Friction Surface Treatment (HFST) Synthesis for Florida Pavements, Texas A&M Transportation Institute. FHWA/FL-21/BE923 Final Report.
23. (2024). High Friction Surface Treatment Site Selection and Installation Guide, FHWA. FHWA-SA-21-093.
24. Roshan, A., Abdelrahman, M., and Ragab, M. (2025). Performance Evaluation of Highly Modified Asphalt-Based Binders in High Friction Surface Treatment: Comparative Study with Epoxy-Based System. Buildings, 15.10.3390/buildings15091425 ↗
25. (2022). Standard Specification for High Friction Surface Treatment for Asphalt and Concrete Pavements Using Calcined Bauxite (Standard No. AASHTO MP41-22). Available online: https://dnr.mo.gov/document-search/rhyolite-pub2927/pub2927.
26. Missouri Geological Survey, Geological Survey Program (2020). Rhyolite—PUB2927, Missouri Department of Natural Resources.
27. (2015). High Friction Surface Treatment. Standard Specifications (Standard No. NJSP-15-13B).
28. High Friction Surface Treatment Deterioration Analysis and Characteristics Study10.1177/03611981211029648 ↗
29. Physical and Mechanical Properties of Epoxy–Bauxite Mortar of High-Friction Surface Treatment10.1061/(ASCE)MT.1943-5533.0003201 ↗
30. Roshan, A., and Abdelrahman, M. (2025). Performance and Economic Evaluation of Asphalt-Based High Friction Surface Treatment (HFST) Applications. Appl. Sci., 15.10.3390/app15020873 ↗
31. Heitzman, M., Turner, P., and Greer, M. (2015). High Friction Surface Treatment Alternative Aggregates Study, National Center for Asphalt Technology, Auburn University. NCAT Report.
32. (2019). Standard Test Method for Measuring Paved Surface Frictional Properties Using the Dynamic Friction Tester (Standard No. ASTM E1911-19).
33. (2019). Standard Test Method for Measuring Pavement Macrotexture Properties Using the Circular Track Meter (Standard No. ASTM E2157-15).
34. Evaluation and comparison of surface macrotexture and friction measurement methods10.3846/13923730.2012.746237 ↗
35. Determination of Pavement Macrotexture Limit for Use in International Friction Index Model10.3141/2306-16 ↗
36. Artificial Neural Network Levenberg–Marquardt Based Algorithm for Compressive Strength Estimation of Concrete Mixed with Magnetic Salty Water
37. Considerations for missing data, outliers and transformations in permutation testing for ANOVA with multivariate responses10.1016/j.chemolab.2025.105320 ↗
38. An efficient Levenberg–Marquardt method with a new LM parameter for systems of nonlinear equations10.1080/02331934.2018.1435655 ↗
39. Khan, M.A., Farooq, F., Javed, M.F., Zafar, A., Ostrowski, K.A., Aslam, F., Malazdrewicz, S., and Maślak, M. (2021). Simulation of Depth of Wear of Eco-Friendly Concrete Using Machine Learning Based Computational Approaches. Materials, 15.10.3390/ma15010058 ↗
40. Aghaee, K., and Roshan, A. (2024). Predicting Time to Cracking of Concrete Composites Subjected to Restrained Shrinkage: A Review with Insights from Statistical Analysis and Ensemble Machine Learning Approaches. J. Build. Eng., 110856.10.1016/j.jobe.2024.110856 ↗
41. Shinde, S.N., Christa, S., Grover, R.K., Pasha, N., Harinder, D., Nakkeeran, G., and Alaneme, G.U. (2025). Optimization of waste plastic fiber concrete with recycled coarse aggregate using RSM and ANN. Sci. Rep., 15.10.1038/s41598-025-92505-8 ↗
42. An Efficient Sensitivity Analysis for Energy Performance of Building Envelope: A Continuous Derivative Based Approach10.1007/s12273-020-0712-4 ↗
43. A Review of Sensitivity Analysis Practices in Wind Resource Assessment10.1016/j.enconman.2021.114112 ↗
44. Machine learning based pavement performance prediction for data-driven decision of asphalt pavement overlay10.1080/15732479.2023.2258498 ↗
45. Airfield pavement performance prediction using clustered Markov chain models10.1080/14680629.2024.2376271 ↗
46. Radwan, M.M., Zahran, E.M., Dawoud, O., Abunada, Z., and Mousa, A. (2025). Comparative Analysis of Asphalt Pavement Condition Prediction Models. Sustainability, 17.10.3390/su17010109 ↗