Comparison Analysis Of Foamed Asphalt Mixture Using Reclaimed Asphalt Pavement Compacted By Slab Roller And Marshall Hammer

• Main Authors: Widyadara, Mega (Author), , Ir. Sri Sunarjono,,MT. PhD (Author)
• Format: Book
• Published: 2017-04-13.
• Subjects: Thesis; NonPeerReviewed
• Online Access: Connect to this object online
• Notes: https://eprints.ums.ac.id/51302/2/02.ARTICLE%20PUBLICATION.pdf; https://eprints.ums.ac.id/51302/27/03.COVER.pdf; https://eprints.ums.ac.id/51302/4/04.BAB%20I.pdf; https://eprints.ums.ac.id/51302/5/05.BAB%20II.pdf; https://eprints.ums.ac.id/51302/6/06.BAB%20III.pdf; https://eprints.ums.ac.id/51302/8/07.BAB%20IV.pdf; https://eprints.ums.ac.id/51302/18/08.BAB%20V.pdf; https://eprints.ums.ac.id/51302/19/09.BAB%20V1.pdf; https://eprints.ums.ac.id/51302/20/10.BIBLIOGRAPHY.pdf; https://eprints.ums.ac.id/51302/21/11.APPENDIX.pdf; https://eprints.ums.ac.id/51302/1/01.SURAT%20PERNYATAN.pdf
• Keywords: TA Civil Engineering

Compaction is the process by which solid particles are pressed together so that the volume voids in the mixture experiencing increased density. The aim to research to analyze te aggregate results of the orientation and distribution of voids were pressed using a slab roller and Marshall hammer to comparison aggregate orientation and void distribution. The study used an experimental method by varying the amount of assing and collision different to search result aggregate orientation and void distribution. The material used in this study between the foam asphalt and reclaimed asphalt pavement for the manufacture of test specimen. The test results aggregate orientation slab roller compactor at the top, the rock moved significantly compared to the Marshall hammer. In the middle and bottom slab roller compactor, the rock shifted due to follow directions so that the stone was originally above could move down and to the side. Marshall compactor is only reuced due to static work. The test results void distribution intact slab roller compactor at the beginning of the track resulted in VIM 14.24%, compactor Marshall 14.68%. In the next phase the slab roller compactor to produce VIM 13.53%, Marshall compactor produce VIM 13.72%.In the last phase of the slab roller compactor to produce VIM 12.58% and Marshall compactor produce VIM 12.01%. Distribution of research results void test specimen was cut into three parts on a slab roller compactor to produce a third phase VIM top 13.03%, 14.46% and 15.48%, Marshall compactor 14.52%, 13.72% and 13.35%. Phase two thirds slab roller compactor to produce VIM 12.16%, 13.74% and 14.13%, while the Marshall compactor 12.91%, 12.44% and 12.09%. The last phase of the slab roller compactor to produce VIM 11.28%, 12.45% and 13.42%, Marshall compactor 11.51%, 11.08% and 11.00%. Keyword: SlabRoller, Marshal Hammer, Reclaimed Asphalt Pavement, Foam Asphalt, Void Distribution, Orientasi Agregat