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contributor authorHossam F. Hassan
contributor authorSalim Al-Oraimi
contributor authorRamzi Taha
date accessioned2017-05-08T21:17:51Z
date available2017-05-08T21:17:51Z
date copyrightAugust 2005
date issued2005
identifier other%28asce%290899-1561%282005%2917%3A4%28416%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46047
description abstractOpen-graded friction course (OGFC) or porous mixtures consist of an open gradation, mostly of coarse size aggregate with little fines. The benefits of an OGFC mixture are typically increased surface permeability, noise reduction, and enhanced surface friction, especially in wet weather. This paper presents the results of a study investigating four different OGFC mixes containing no additives, cellulose fibers, styrene butadiene rubber (SBR) polymer, and a combination of both fibers and SBR polymer. Mix designs were performed according to the design procedure proposed by the National Center of Asphalt Technology for a range of 4.5–6.5% asphalt content. The mixture containing fibers and SBR polymer was selected as an acceptable mix design with an optimum asphalt content of 6.5%. The moisture susceptibility of the selected mix at optimum asphalt content was evaluated. Results were compared with that for a dense mix.
publisherAmerican Society of Civil Engineers
titleEvaluation of Open-Graded Friction Course Mixtures Containing Cellulose Fibers and Styrene Butadiene Rubber Polymer
typeJournal Paper
journal volume17
journal issue4
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2005)17:4(416)
treeJournal of Materials in Civil Engineering:;2005:;Volume ( 017 ):;issue: 004
contenttypeFulltext


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