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contributor authorAlessandra Bianchini
contributor authorMichael Heitzman
contributor authorSaeed Maghsoodloo
date accessioned2017-05-08T22:01:56Z
date available2017-05-08T22:01:56Z
date copyrightSeptember 2011
date issued2011
identifier other%28asce%29te%2E1943-5436%2E0000315.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69274
description abstractMany aspects influence the skid resistance of a pavement surface including surface texture, tire characteristics, vehicle operations, and environmental factors. The objective of this paper is to quantify the temperature influence on the skid number of asphalt pavement surfaces when measured by the locked-wheel friction tester. Specifically, this study aims to determine an adjustment factor for friction readings to a standard reference temperature, removing the seasonal temperature variations influencing measurements. This allows agencies to improve the comparison of pavement sections and to provide a more objective assessment of pavement conditions for safety. The friction database employed is from the National Center for Asphalt Technology Test Track facility. The data includes friction measurements with a locked-wheel trailer on sections from the 2000 and 2003 research cycles. The approach calculates the temperature adjustment factor,
publisherAmerican Society of Civil Engineers
titleEvaluation of Temperature Influence on Friction Measurements
typeJournal Paper
journal volume137
journal issue9
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)TE.1943-5436.0000271
treeJournal of Transportation Engineering, Part A: Systems:;2011:;Volume ( 137 ):;issue: 009
contenttypeFulltext


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