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Title PERFORMANCE TESTING OF HOT-MIX ASPHALT AGGREGATES
Accession No 00791629
Authors Janoo, V C; Korhonen, C
Corp. Authors
/ Publisher
Cold Regions Research and Engineering Laboratory information
Publication Date   19991200
Description 27 p.; Figures(18); Photos(8); References; Tables(1)
Languages English
Abstract Hot mix asphalt (HMA) pavements are subject to thermal cracking, fatigue cracking, rutting, stripping, raveling, and freeze-thaw damage. Some of these distresses are directly affected by the choice of aggregates. Particle shape, surface texture, particle size, pore structure, and particle strength are the most common characteristics cited for controlling rutting and for maintaining adequate skid resistance. A literature review was conducted to evaluate commonly used and potential test methods for evaluating hot-mix aggregates in terms of pavement performance.
Supplemental
Information
This research was sponsored by the New Hampshire Department of Transportation.
TRT Terms Aggregates information; Asphalt pavements information; Freeze thaw durability information; Hot mix paving mixtures information; Literature reviews information; Pavement cracking information; Performance tests information; Pores (Geology) information; Rutting information; Shape information; Size information; Skid resistance information; Strength of materials information; Stripping (Pavements) information; Test procedures information; Texture information
Other Terms Raveling
Subject Areas H35 MINERAL AGGREGATES; H24 PAVEMENT DESIGN AND PERFORMANCE; I36 Aggregates; I22 Design of Pavements, Railways and Guideways; I23 Properties of Road Surfaces
Report Number Special Report 99-20
Availability
National Technical Information Service information
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Database TRIS Online
TRIS is a bibliographic database funded by sponsors of the Transportation Research Board (TRB), primarily the state departments of transportation and selected federal transportation agencies. TRIS Online is hosted by the National Transportation Library under a cooperative agreement between the Bureau of Transportation Statistics and TRB.
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