Review of grading systems for asphalt binders in hot mix asphalt pavements

dc.contributor.authorMihirani, GS
dc.contributor.authorBinduhewa, BWP
dc.contributor.authorLalithya, GDD
dc.contributor.authorMampearachchi, WK
dc.contributor.editorPasindu, HR
dc.date.accessioned2022-06-11T06:50:51Z
dc.date.available2022-06-11T06:50:51Z
dc.date.issued2010
dc.description.abstractAsphalt binders are typically categorized by one or more grading systems according to the physical characteristics. Traditional grading systems such as penetration and viscosity grading system and the new method, Superpave grading system are available currently. While some developed countries are using the latest Superpave grading system, most of the other countries are still rely on the empirical Penetration grading system. Sri Lanka also has not moved even to the Viscosity grading system. Some developed countries such as USA, UK are conducting many researches under those areas. India has developed their own grading system to comply with their climatic conditions as well as its location. A study relevant to the Sri Lankan conditions based on pavement performances, currently using grading system and binder grades, the suitable binder grades will be carried out herein. A road investigation on pavement distresses is carried out to evaluate the pavement performances with the change of climate and the binder grade used. Current practice in the industry when dealing with asphalt binder including the property variations, temperature susceptibility, testing methods, etc is evaluated with the test reports collected from the industry and a survey conducted. The suitable binder grades for different areas of the country are identified then, according to the climatic conditions especially the Superpave prediction algorithms, used to convert the air temperatures into pavement temperatures are verified to Sri Lankan climatic conditions. The research identified that binder grade using for the construction make a significant effect on pavement distresses. Even though the literature, reviews that the Superpave grading system is most suitable, Sri Lanka has many restrictions to move even to the Viscosity grading system. The research clearly shows that industry do not maintain even the current using Penetration Grading system. From the analysis of binder grades for different areas, the requirement of different binder grades for different zones are identified. Moving to a better binder grading system while maintaining its standards and changing the binger grade with the climatic conditions as identified is recommended here in.en_US
dc.identifier.citationMihirani, G.S., Binduhewa, B.W.P., Lalithya, G.D.D., & Mampearachchi, W.K. (2010). Review of grading systems for asphalt binders in hot mix asphalt pavements [Abstract]. In H.R. Pasindu (Ed.), Proceedings of the Transportation Research Forum 2010 (p. 23). Department of Civil Engineering, University of Moratuwa. https://uom.lk/sites/default/files/civil/files/TRF%202010_1.pdfen_US
dc.identifier.conferenceTransport Research Forum 2010en_US
dc.identifier.departmentDepartment of Civil Engineeringen_US
dc.identifier.emailwasanthak@uom.lken_US
dc.identifier.facultyEngineeringen_US
dc.identifier.pgnosp. 23en_US
dc.identifier.proceedingProceedings of the Transport Research Forum 2010en_US
dc.identifier.urihttp://dl.lib.uom.lk/handle/123/18271
dc.identifier.year2010en_US
dc.language.isoenen_US
dc.publisherDepartment of Civil Engineering, University of Moratuwa.en_US
dc.relation.urihttps://uom.lk/sites/default/files/civil/files/TRF%202010_1.pdfen_US
dc.subjectAsphalt binderen_US
dc.subjectGradingen_US
dc.subjectPavement temperatureen_US
dc.subjectPerformancesen_US
dc.subjectPenetrationen_US
dc.subjectViscosityen_US
dc.subjectSuperpaveen_US
dc.titleReview of grading systems for asphalt binders in hot mix asphalt pavementsen_US
dc.typeConference-Abstracten_US

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