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AuthorSirin, Okan
AuthorOhiduzzaman, Md
AuthorKassem, Emad
AuthorPaul, Dalim K.
Available date2024-03-27T07:11:44Z
Publication Date2018-10-16
Publication NameRoad Materials and Pavement Design
Identifierhttp://dx.doi.org/10.1080/14680629.2018.1531777
CitationSirin, O., Ohiduzzaman, M., Kassem, E., & Paul, D. K. (2020). Comprehensive evaluation of long-term aging of asphalt mixtures in hot climatic condition. Road Materials and Pavement Design, 21(4), 927-949.
ISSN1468-0629
URIhttps://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85055256923&origin=inward
URIhttp://hdl.handle.net/10576/53555
AbstractAging is an inevitable phenomenon in hot mix asphalt production and during in-service period of flexible pavement operation. This paper presents an experimental evaluation of long-term aging of asphalt mixtures in Qatar. Aging of asphalt mixture was conducted on two different states i.e. (1) traditional compacted specimen at a temperature of 85°C and (2) loose mixtures at an elevated temperature of 135°C. Test results indicated that the current practice of asphalt mixture conditioning in a forced-draft oven to simulate long-term aging in the field is not sufficient for pavements in Qatar which experience the hot climatic condition. To simulate long-term aging of asphalt mixture in field, oven aging duration needs to be extended from the standard 5 days at a temperature of 85°C for compacted specimens to 75 and 45 days for wearing and base layer, respectively based on the dynamic modulus test results. Conditioning on loose mixtures at an elevated temperature of 135°C can be an alternative option in terms of time efficiency and cost.
SponsorThis project is funded by Qatar National Research Fund [grant number NPRP 6-773-2-320].
Languageen
PublisherTaylor & Francis
SubjectAsphalt
compacted specimen
long-term aging
loose asphalt mixture
TitleComprehensive evaluation of long-term aging of asphalt mixtures in hot climatic condition
TypeArticle
Pagination927-949
Issue Number4
Volume Number21
ESSN2164-7402


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