DocumentCode
2498866
Title
Effect of Aggregate Shape on Skid Resistance of Compacted Hot Mix Asphalt (HMA)
Author
Shah, Shahreena Melati Rhasbudin ; Abdullah, Mohd Ezree
Author_Institution
Fac. of Civil Eng., Univ. Teknol. Mara (UiTM), Shah Alam, Malaysia
fYear
2010
fDate
23-25 April 2010
Firstpage
421
Lastpage
425
Abstract
Characteristics of pavement surface play an important role in both the safety and comfort of drivers. Inadequate friction or skid resistance can lead to road accidents due to skidding. Aggregates properties such as size, shape, texture and gradation play an important part in providing friction or skid resistance on a pavement surface. This paper evaluates the effect of coarse aggregate shape on the skid resistance of compacted asphalt concrete mixtures. Three different mixes of ACW20 were designed using different shape of coarse aggregate: angular, elongated and flaky. Laboratory study was performed on the compacted wearing course mixture to evaluate the effect of aggregate shape on its properties. The performance evaluation measured included skid resistance, Marshall Stability and flow. The results of this study show that the strength and skid resistance varies with aggregate shape. The angular shape demonstrated the best skid resistance whereas mixes with flaky aggregates were shown to have the lowest stability and skid resistance.
Keywords
aggregates (materials); asphalt; friction; mechanical stability; road safety; Marshall stability; aggregate shape effect; aggregates properties; asphalt concrete mixtures; compacted hot mix asphalt; friction; pavement surface; safety; skid resistance; Aggregates; Asphalt; Concrete; Friction; Road accidents; Safety; Shape; Stability; Surface resistance; Surface texture; aggregate shape; coarse aggregate; component; hot mix asphalt; skid resistance;
fLanguage
English
Publisher
ieee
Conference_Titel
Computer and Network Technology (ICCNT), 2010 Second International Conference on
Conference_Location
Bangkok
Print_ISBN
978-0-7695-4042-9
Electronic_ISBN
978-1-4244-6962-8
Type
conf
DOI
10.1109/ICCNT.2010.78
Filename
5474464
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