| dc.contributor.author | Nunung Nuring Hayati | |
| dc.contributor.author | Sonya Sulistyono | |
| dc.contributor.author | Yorika Pratidina | |
| dc.date.accessioned | 2014-04-02T00:44:43Z | |
| dc.date.available | 2014-04-02T00:44:43Z | |
| dc.date.issued | 2014-04-02 | |
| dc.identifier.uri | http://repository.unej.ac.id/handle/123456789/56642 | |
| dc.description | The 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, 2012 | en_US |
| dc.description.abstract | Indonesia 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.iso | other | en_US |
| dc.subject | BGA (Buton Granular Asphalt), characteristic of Marshall, a mixture of AC-BC | en_US |
| dc.title | MARSHALL MIXED CHARACTERISTICS AC-BC USING BUTON GRANULAR ASPHALT (BGA) 15/20 AS MATERIAL COMPOSITION OF FINE AGGREGATE | en_US |
| dc.type | Article | en_US |
