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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 94
PROCEEDINGS OF THE SEVENTH INTERNATIONAL CONFERENCE ON ENGINEERING COMPUTATIONAL TECHNOLOGY Edited by:
Paper 168
The Effect of Vehicle Speed on Rut Depth Measurement using Close Range Photogrammetry A.M. Ibrahiem and M.A. Saif
Civil Engineering Department, College of Engineering and Islamic Architecture, Umm Al-Qura University, Makkah, Saudi Arabia A.M. Ibrahiem, M.A. Saif, "The Effect of Vehicle Speed on Rut Depth Measurement using Close Range Photogrammetry", in , (Editors), "Proceedings of the Seventh International Conference on Engineering Computational Technology", Civil-Comp Press, Stirlingshire, UK, Paper 168, 2010. doi:10.4203/ccp.94.168
Keywords: rutting, roughness, pavement management system, flexible pavements, bundle adjustment with self-calibration, close range photogrammetry.
Summary
The cost of data collection is often the largest single component for any pavement management system (PMS). Rutting data is one of the important items collected for a PMS. It is a safety consideration related to the potential of hydroplaning as well as a maintenance problem [1].
Over the past decades, new automated techniques were developed in Europe and America to measure rut depth [2]. These techniques have a number of valuable benefits such as convenience; they require fewer personnel; the safety of the involved personnel and the travelling public; and monetary and time savings. Unfortunately, their cost is beyond allocated funds for such a purpose to most of the transportation agencies in the developing countries. Therefore, they use the traditional methods which are slow, disrupt the flow of traffic, and risk the safety of the personnel involved. The potential accuracy and limitations of using a reasonably priced technique to measure rut depth in the developing countries were investigated by the authors in a previous work [3,4]. The proposed technique utilized close range photogrammetry. This paper investigates the impact of vehicle speed on the accuracy of rut depth measurement by using close range photogrammetry. Four highway sites were selected and each site was prepared and videotaped by stereo-pair cameras mounted on the back of a vehicle travelling at constrant speeds of 20, 30, 40, 50, 60, 70, and 80 km/h. The rut depth for each section was determined by using the photogrammetric, traditional, and levelling techniques. The mean of the absolute differences between the elevation of the points obtained by using the photogrammetric and levelling methods for all sites were 0.325, 0.384, 0.414, 0.458, 0.534, 0.616, and 0.687cm, for the respective speeds of 20, 30, 40, 50, 60, 70, and 80km/hr. The corresponding values for the photogrammetric and traditional methods were 0.453, 0.481, 0.508, 0.556, 0.603, 0.679, and 0.765cm. Moreover, the increase in speed from 20 to 80km/h resulted in a decrease in accuracy of rut depth measurement of 50% to 60% for the levelling and the traditional methods, respectively. References
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