Development of Pavement Performance Models for Riyadh Street Network

Author:

Al-Mansour Abdullah1,Al-Swailmi Saleh2,Al-Swailem Swailem2

Affiliation:

1. College of Engineering, King Saud University, P.O. Box 800, Riyadh 11421, Saudi Arabia

2. Maintenance and Operation, Riyadh Municipality, Saudi Arabia

Abstract

Pavement performance models are the main element in any Pavement Maintenance Management System (PMMS). The objectives of this paper are to investigate the factors that affect the pavement condition of the Riyadh street network, to develop pavement performance models, and to validate the developed models. The urban distress index (UDI) was used as a measure of pavement condition. The factors included in the models were pavement age, traffic level, availability of drainage system, and maintenance type. A separate model was developed for pavement sections with utility cut patching. All the developed models were found statistically significant in predicting pavement condition at the 95 percent confidence level.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference6 articles.

1. Al-MansourA. Evaluation of Pavement Condition and Identification of Common Types of Distress on Riyadh Street Network. Presented at Maintenance of Buildings, Public Structures and Preventive Measures Symposium, Umm al-Qura University, 1996.

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