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Please use this identifier to cite or link to this item: https://repository.unej.ac.id/xmlui/handle/123456789/56642
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dc.contributor.authorNunung Nuring Hayati-
dc.contributor.authorSonya Sulistyono-
dc.contributor.authorYorika Pratidina-
dc.date.accessioned2014-04-02T00:44:43Z-
dc.date.available2014-04-02T00:44:43Z-
dc.date.issued2014-04-02-
dc.identifier.urihttp://repository.unej.ac.id/handle/123456789/56642-
dc.descriptionThe 15th International Symposium of Indonesian Inter University Transportation Studies Forum Theme: ”Enhancing Transportation Research and Technology to Improve the Performance of Freight Transportation and Logistics” The School of Land Transportation - Bekasi, November 24th, 2012en_US
dc.description.abstractIndonesia has developed an asbuton product that is BGA (Buton Granular Asphalt). BGA can be used in hot mix asphalt and cold mix asphalt. BGA is used as part of the asphalt material that can reduce the use of fine aggregate/sand. However, the use of BGA is still not optimal. The study was conducted to determine the use of the mixture to produce a good composition. The variation percentage of BGA is used 20%, 40%, 60%, 80% and 100% with the addition of bitumen 4.5%, 5%, 5.5%, 6%, 6.5% and 7%. The results of this study showed the addition of BGA can increase stability and decrease the value of AC-BC mixture flow. The best composition is the use of BGA by 40% with the addition of asphalt 5.5% and 6%.en_US
dc.language.isootheren_US
dc.subjectBGA (Buton Granular Asphalt), characteristic of Marshall, a mixture of AC-BCen_US
dc.titleMARSHALL MIXED CHARACTERISTICS AC-BC USING BUTON GRANULAR ASPHALT (BGA) 15/20 AS MATERIAL COMPOSITION OF FINE AGGREGATEen_US
dc.typeArticleen_US
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