Machine Learning Modelling of IRI in Continuously Reinforced Concrete Pavements Using LTPP Data: Comparative Evaluation of Advanced Algorithms

Read full text
Authors: Ali Alnaqbi, Waleed Zeiada, Ghazi G. Al-Khateeb, Muamer Abuzwidah
Cited by: 2

Abstract

Accurately predicting International Roughness Index (IRI) is essential for effective pavement maintenance and long-term network sustainability. This study evaluates several advanced machine learning models for IRI prediction in Continuously Reinforced Concrete Pavement (CRCP) using a comprehensive dataset from Long-Term Pavement Performance (LTPP) program. Support Vector Machines, Artificial Neural Networks, Regression Trees, Ensemble Trees, and Gaussian Process Regression (GPR) were developed and assessed using Root Mean Square Error (RMSE) and R-squared (R²). The Matern 5/2 GPR model achieved the best performance, with R² = 0.97 and RMSE = 0.0776. Feature importance analysis using Random Forest identified initial IRI, construction number, layer thicknesses and temperature as the strongest predictors. Sensitivity analysis confirmed the influence of age, climate, and traffic on IRI. Using only the top ten variables produced nearly identical accuracy, improving computational efficiency. Overall, the study demonstrates the strong potential of ML for reliable and sustainable IRI prediction in rigid pavements.

Fields of Study & Subjects

Infrastructure Maintenance and Monitoring Asphalt Pavement Performance Evaluation Geophysical Methods and Applications

Publication details

Journal / source
Civil Engineering Dimension
Publisher
Petra Christian University
Volume
28
Issue
1
Pages
130–144
Publication date
12 February 2026
Language
ID