Publication:
The Properties of Sma 20 Prepared by Warm Mix Procedure at Different Temperature and Bitumen Grade

dc.contributor.authorMuhammad Hasif bin Che Awangen_US
dc.date.accessioned2023-05-03T17:36:07Z
dc.date.available2023-05-03T17:36:07Z
dc.date.issued2020-09
dc.descriptionInterim Semester 2020/2021en_US
dc.description.abstractWarm Mix Asphalt (WMA) is a new technology that has been introduced decades ago to replace Hot Mix Asphalt (HMA) since the use of HMA giving more disadvantages to surrounding especially construction worker who directly handling with the mixture. The specification limit in this study were referred to JKR Road Specification Standard. The aggregate size used in this study based on SMA20 gradation in the standard and selected Bitumen Grade is B60/70 and B80/100. Marshall Mix Design as the mix design procedure as to provide a more reliable and responsive solution to actual pavement condition. In this study, the use of WMA will be evaluated to identify the stability and flow performance with different bitumen grade without involving any addition of additive. Besides, the aim of this research to determine the Optimum Bitumen Content (OBC) and suitable temperature by using Marshall Stability Test and conducting Density and Void Analysis (VMA, VIM and VFB). The weight of the specimen will be taken to conduct Density and Void Analysis. The end of this research, it was found by using different temperature and bitumen grade give substantial drawback in achieving the objective. From the obtain result, from using 6% of B60/70 at 125℃ and 5.5% of B80/100 at 150℃ were the highest in stability and OBC for B60/70 and B80/100 also determined.en_US
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/21665
dc.subjectWarm Mix Asphalten_US
dc.titleThe Properties of Sma 20 Prepared by Warm Mix Procedure at Different Temperature and Bitumen Gradeen_US
dc.typeResource Types::text::Thesisen_US
dspace.entity.typePublication
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