Research Article
Jul 1977
Water Depth Influence on Pavement Friction
Authors: Jerry G. Rose, AM.ASCE, and Bob M. GallawayAuthor Affiliations
Publication: Transportation Engineering Journal of ASCE
Volume 103, Issue 4
Abstract
The effects of various water depths (obtained with a rain simulator) on the friction properties of various pavement textures have been determined at different levels of vehicular speeds, tire-tread depths, tire pressures, and tire types. Within the range of the experimental data gathered, increasing water depth beyond that required to inundate the pavement surface macrotexture does not significantly affect skid numbers. Increases in tire-tread depth and surface texture increases skid numbers, whereas, increases in vehicle speed decreased skid numbers. The effects of tire inflation pressure were of limited significance within the range tested. A water depth of 0.02 in. (0.51 mm) appears acceptable for routine friction measurements. A surface macrotexture of about 0.04 in. (1.02 mm) should be considered minimum for high-speed facilities unless the surface is an open-graded or porous draining type. A minimum tread-depth requirement of about 0.06 in. (1.52 mm) should be included in vehicle inspection requirements.
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Published In
Transportation Engineering Journal of ASCE
Volume 103 • Issue 4 • July 1977
Pages: 491 - 506
Copyright
© 1977 American Society of Civil Engineers.
History
Published in print: Jul 1977
Published online: Feb 5, 2021
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Jerry G. Rose, AM.ASCE
Asst. Prof. of Civ. Engrg., Univ. of Kentucky, Lexington, Ky.
Bob M. Gallaway
Research Engr., Texas Transportation Inst., Texas A&M Univ., College Station, Tex.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.