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Tytuł artykułu

Assessment of skid resistance of asphalt mixtures in laboratory conditions

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The aggregate applied for the wearing course has a significant influence on skid resistance of road surfaces. However, it is difficult to evaluate the behaviour of road surface in use on the basis of the Polished Stone Value (PSV) determined for the aggregate according to the so called ‘British method’. The British method, which is currently used in many countries, does not allow to determine the influence of neither the grain size of the aggregate nor the type of the wearing course on skid resistance of road surface. The present paper suggests a method for evaluation of the British Pendulum Number (BPN) for road surfaces in laboratory conditions. The authors assumed the BPN for polished slabs, made from asphalt mixtures, as the criterion. The index was measured with the British Pendulum Tester. The simulation of the process was conducted on research stand (called slab polisher) built at Bialystok University of Technology (BUT). The results of laboratory tests indicate that surfaces from asphalt concrete (AC) have slightly higher values of BPN in comparison with the values determined for surfaces made from stone mastic asphalt (SMA).
Twórcy
Bibliografia
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  • 7. M.-T. Do, M. Kane, Z. Tang, F. Larrard, Physical model for the prediction of pavement polishing. Science Direct Wear, 267, 1-4, p. 81-85, 2009.
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  • 14. M. Kane, M.-T. Do, J.M. Piau, On the Study of Polishing of Road Surface under Traffic Load. Journal of Transportation Engineering, 136, 1, p. 45-50, 2010.
  • 15. C.F. Jeff Wu, M.S. Hamada, Experiments: planning, analysis, and parameter design optimization. Wiley, 2009.
  • 16. A.G. Kokkalis, O.K. Panagouli, Fractl evaluation of pavement skid resistance variations. I: Surface Wetting. Chaos, Solitons and Fractals, 9, 11, p. 1875-1890, 1998.
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  • 18. K. Neaylon, The PAFV and road friction. AAPA 13th International Flexible Pavements Conference, 11-14 October 2009, Queensland, Australia, 2009.
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  • 20. J.M. Pardillo Mayora, R.J. Piña, An assessment of the skid resistance effect on traffic safety under wet-pavement conditions. Accident Analysis and Prevention, 41, 4, p. 881-886, 2009.
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  • 24. M. Wasilewska, The influence of characteristic aggregate on skid resistance pavement roads [in Polish], PhD. Bialystok Technical University. Bialystok, 2010.
  • 25. J.C. Wambold, C.E. Antle, J.J. Henry, Z. Rado, International PIARC Experiment to Compare and Harmonize Texture and Skid Resistance Measurements. Final Report submitted to the Permanent International Association of Road Congresses (PIARC), State College, PA. 1995.
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  • 28. C.F.J. Wu, M.S. Hamada, Experiments: Planning, Analysis, and Optimization, 2nd Editon, Wiley 2009.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BTB5-0015-0025
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