Changes in Asphalt Pavement Friction Components and Adjustment of Skid Number for Temperature-Reference-Cited by-同舟云学术

Changes in Asphalt Pavement Friction Components and Adjustment of Skid Number for Temperature

Published:2005-06 Issue:6 Volume:131 Page:470-476
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Bazlamit Subhi M.¹²,Reza Farhad¹²

Affiliation:

1. PhD, Associate Professor, Civil Engineering Dept., Ohio Northern Univ., Ada, OH 45810.

2. PhD, Assistant Professor, Civil Engineering Dept., Ohio Northern Univ., Ada, OH 45810.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282005%29131%3A6%28470%29

Reference7 articles.

1. Colony D. C. (1992). “Influence of traffic surface age and environment on skid number.” Ohio Department of Transportation Project Number 14460(0) Final Rep. Columbus Ohio.

2. Giles C. G. Sabey B. E. and Cardew K. H. F. (1964). “Development and performance of the portable skid resistance tester.” Road Research Technical Paper Number 66 London.

3. Kissoff N. V. (1988). “Investigation of regional differences in Ohio pavement skid resistance through simulation modeling.” PhD dissertation Univ. of Toledo Toledo Ohio.

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