Jump to ContentJump to Main Navigation
Show Summary Details
More options …

Organization, Technology and Management in Construction: an International Journal

Co-published with University of Zagreb, Faculty of Civil Engineering

1 Issue per year

Open Access
Online
ISSN
1847-6228
See all formats and pricing
More options …

The Road Pavement Condition Index (PCI) Evaluation and Maintenance: A Case Study of Yemen

Prof. Dr Fareed M. A. Karim / Dr. Khaled Abdul Haleem Rubasi / Dr. Ali Abdo Saleh
Published Online: 2017-03-14 | DOI: https://doi.org/10.1515/otmcj-2016-0008

Abstract

The pavement condition index (PCI) is a simple, convenient and inexpensive way to monitor the condition of the surface of roads, identify maintenance and rehabilitation (M-and-R) needs as well as ensure that road maintenance budgets are spent wisely. In this research, the pavement condition was evaluated in terms of the surface distresses existing at the time of the field evaluation. The PCI procedure was used in this research because it deals with the subject of pavement distress identification most comprehensively and is based on a sound statistical technique of pavement sampling.

Because of limited maintenance fund availability in Yemen, timely and rational determination of M-and-R needs and priorities are very important factors. The PAVER™ (1982) condition rating procedure, as described in the Technical Manual TM 5-623, Pavement Maintenance Management, which is based on the PCI, was used in this study to evaluate a major heavy-traffic road corridor connecting Aden city (the commercial capital of Yemen) with major cities located in the northern region of the country. Based on the PCI of the road sections, the necessary maintenance or rehabilitation procedure is suggested.

Keywords: asphalt pavement evaluation; visual inspection; pavement condition index (PCI)

References

  • ASTM D6433-09. (2009). American Society for Testing and Materials, “Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys”, United States.Google Scholar

  • Galehouse, L., Moulthrop, J. S., & Hicks, R. G. (2003). Principles for Pavement Preservations: Definitions, Benefits, Issues and Barriers. TR News, 228, pp. 4-9 (via synthesis 343).Google Scholar

  • Hajj, E., Loria, L., Sebaaly, P., Borroel, C., & Leiva, P. (2011). Optimum Time for Application of Slurry Seal to Asphalt Concrete Pavements, Paper No. 11-4071, United States.Google Scholar

  • Hall, J. W., Grau, R. W., Grogan, W. P., & Hachiya, Y. (1992). Performance indications from army airfield pavement management program, Pavement Management Implementation. ASTM, STP 1121, pp. 297-317.Google Scholar

  • Pavement Maintenance Management (PAVER 1982). Technical Manual TM 5-623. Department of the Army, United States.Google Scholar

  • Shahin, M. Y., Darter, M. J., & Kohn, S. D., (1997). Development of a Pavement Maintenance Management System, Volume V, CEEDO-TR-77-44. Air Force Civil Engineering Center, Tyndall Air Force Base, Florida, United States.Google Scholar

  • Smith, R. E., Darter, M. I., & Herrin, S. M. (1979) Highway Pavement Distress Identification Manual. Federal Highway Administration, United States.Google Scholar

  • Technical Manual TM5-822-2. (1987). General Provisions and Geometric Design for Roads, Streets, Walks, and Open Storage Areas, AIR FORCE AFM 88-7, Department of the Army, United States.Google Scholar

  • Technical Manual TM 5-822-5. (1992). Pavement Design for Roads, Streets, Walks, and Open Storage Areas. AIR FORCE AFM 88-7, Department of the Army, United States.Google Scholar

  • Yoder, E. J., & Witzak, M. W. (1975). Principle of Pavement Design. John Wiley and Sons, United States.Google Scholar

About the article

Received: 2016-04-28

Accepted: 2016-08-02

Published Online: 2017-03-14

Published in Print: 2016-12-01


Citation Information: Organization, Technology and Management in Construction: an International Journal, Volume 8, Issue 1, Pages 1446–1455, ISSN (Online) 1847-6228, DOI: https://doi.org/10.1515/otmcj-2016-0008.

Export Citation

© 2017. This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License. BY-NC-ND 4.0

Comments (0)

Please log in or register to comment.
Log in