Effect of Rainfall Intensity and Road Crossfall on Skid Resistance of Asphalt Pavement
DOI:
https://doi.org/10.11113/jt.v70.3500Keywords:
Rainfall conditions, crossfalls, asphaltic concrete type, ANOVA, SPT, PTVAbstract
Skidding is one of the major factors to road accidents during wet weather condition. Skidding during wet weather happens when water film presents between the tyre and pavement reducing the friction of tyre onto the road surface. This laboratory study was carried out to investigate the factors affecting Pendulum Test Value on Asphaltic Concrete surfaces. The main objective of this study is to determine the pavement type and the crossfall percentage that best resist skid during wet weather condition. Three different types of dense graded mixes were used in this study which are AC10, AC14 and AC20. Those three constructed mixes were tested using Sand Patch Test (SPT) and were then subjected to various rainfall conditions and crossfall percentages using Rainfall Simulator. The rainfall conditions are categorized as low rainfall, medium rainfall and high rainfall while the crossfalls were increased 2% from 0% to 10% crossfalls. During the event of rainfall on each pavement surfaces, a British Pendulum Tester (BPT) was used on the pavements to obtain the Pendulum Test Value (PTV) at different crossfalls. Collected data are analyzed using analysis of variance (ANOVA) to justify the objectives. Results from PTV shows that 4% to 10% crossfall is the best crossfall and AC20 is the best surface type in resisting skid.References
Royal Malaysia Police. 2005. Road Accident Statistical Report, Road Traffic Branch, Bukit Aman.
Chung E., Ohtani, O., Warita, H., Kuwahara, M. and Morita , H. 2005. Effect of Rain on Travel Demand and Traffic Accident. 8th IEEE Intelligent Transportation Systems Conference. Vienna, Austria.
Keay, K. and Simmonds, I. 2005. The Association of Rainfall and Other Weather Variables with Road Traffic Volume in Melbourne Australia. Accident Analysis and Prevention. 37: 109–124.
Kennedy, C. K., Young, A. E., Butler, I. C. 1990. Measurement of Skidding Resistance and Surface Texture and the Use of Results in the United Kingdom. ASTM STP 1031. Philadelphia, U.S.A.
Kokkalis, A. G. Tsohos, G. L, Panagoul, O. K. 2002. Consideration of Fractals Potential in Pavement Skid Resistance Evaluation. Journal of Transportation Engineering.
Jabatan Kerja Raya (JKR). 2005. Standard Specifications for Road Works. Kuala Lumpur, Malaysia, JKR/SPJ/rev2005.
Manual Saliran Mesra Alam. 2012. Design Rainfall, Urban Stromwater Managemet Manual. 13: 13–4.
Roberts, L. F., Kandhal, P. S., Brown, R. E., Lee, D. Y., Kennedy, T. W. 1996. Hot Mix Asphalt Materials, Mixture, Design and Construction. NAPA Education Foundation, Maryland.
Jabatan Kerja Raya. 1986. A Guide on Geometric Design of Roads, Arahan Teknik Jalan (8/86). Public Works Department Malaysia.
British Standards Institution. 2010. BS EN 13036-1. Road and Airfield Surface Characteristics. Test Methods Measurement of Pavement Surface Macrotexture Depth Using Avolumetric Patch Technique. London: British Standards Institution.
British Standards Institution. 2003. BS EN 13036-4. Method for Measurement of Slip/Skid Resistance of A Surface–The Pendulum Test. London: British Standards Institution.
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