4.7 Article

Use of random forests regression for predicting IRI of asphalt pavements

Journal

CONSTRUCTION AND BUILDING MATERIALS
Volume 189, Issue -, Pages 890-897

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2018.09.017

Keywords

Roughness; Pavement; Decision tree; Random forests; Machine learning; Management; LTPP; Regression tree; Ride quality

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Random forest is a powerful machine learning algorithm with demonstrated success. In this study, the authors developed a random forests regression (RFR) model to estimate the international roughness index (IRI) of flexible pavements from distress measurements, traffic, climatic, maintenance and structural data. To validate the model, more than 11,000 samples were collected from the database of long-term pavement performance (LTPP) program, with 80% randomly sampled data for training and 20% of them for testing the RFR model. The performance of the RFR model was then compared with that of the regularized linear regression model. The results showed that the RFR model significantly outperformed the linear regression model, with coefficients of determination (R-2) greater than 0.95 in both the training and test sets. The variable importance score obtained from the RFR revealed that the initial IRI was the most important factor affecting the development of the IRI. In addition, the transverse cracking, fatigue cracking, rutting, annual average precipitation and service age had important influences on the IRI. Other distresses such as longitudinal cracking, edge cracking, aggregate polishing, and potholes exerted little impact on the evolution of the IRI. (C) 2018 Elsevier Ltd. All rights reserved.

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