ANALISIS PENGARUH PENAMBAHAN LIMBAH KARET TERHADAP DURABILITAS DAN FLEXIBILITAS ASPAL BETON (AC-WC) Farlin Rosyad, Niko Prastyo, Mudiono Kasmuri
Main Article Content
Abstract
Availability of roads is an absolute prerequisite for the entry of investment into a region, for this reason it is necessary to plan strong, durable and high durability pavement for plastic deformation. Damage in Indonesia is generally caused by excessive loading. The cause of damage to this pavement requires the use of material for higher quality road pavement in the form of aggregate material as a filler and asphalt as a binder. The addition of rubber waste to the concrete asphalt mixture is a solution for highway planning and reducing pollution of rubber waste produced by rubber factories. From the results of the addition of rubber waste mixture affect the flexibility and durability of asphalt, Marshall Quotien value and residual Marshall Stability that affect flexibility and durability when compared with normal mixtures decreased, the decrease in value was due to the number of cavities in the test object mixed with rubber waste. From the results of the mixture of rubber waste produced an optimization value on Marshall stability in the percentage of 6% rubber waste of 93.68% and Marshall Quotien in the percentage of 6% rubber waste of 272.20 kg / mm.
Downloads
Article Details
References
[2] Direktorat Jendral Bina Marga Kementrian Pekerjaan Umum Divisi 6 Revisi 3. (2010). Perkerasan Aspal. Direktorat Jendral Bina Marga Kementrian Pekerjaan Umum. Jakarta.
[3] Laos, Goestiawan, Wulandari dan Patmadjaja. (2018). Pengaruh Penambahan Serbuk Ban Karet Pada Campuran Laston Untuk Perkerasan Jalan Raya. http://publication.petra.ac.id/index.php/teknik-sipil/article/view/3894. Diakses 2 Mei 2018.
[4] Rancangan Standar Nasional Indonesia. (2003). Metode Pengujian Campuran Beraspal Panas Dengan Alat Marshall. RSNI-M-01-2003. Badan Standarisasi Nasional. Bandung.
[5] Subono, Vebby Permatasari. (2011). Karakteristik Marshall Campuran Asphalt Concrete (AC) Dengan Bahan Pengisi (Filler) Abu Vulkanik Gunung Merapi. Tidak diterbitkan. Fakultas Teknik Universitas Sebelas Maret. Surakarta.
[6] Sukirman, Silvia. 1999. Perkerasan Lentur Jalan Raya. Bandung. Nova.
[7] _____________ . 2003. Beton Aspal Campuran Panas. Jakarta. Granit.
[8] Trsilvana, Krisna S, Djakfar dan Bowoputro. (2018). Pengaruh Penambahan Bahan Alami Lateks (Getah Karet) Terhadap Kinerja Marshall Aspal Porus. https://media.neliti.com/media/publications/117202-ID-pengaruh-penambahan-bahan-alami-lateks-g.pdf . Diakses 2 Mei 2018.
[9] Wijaya, Darren, Antonius dan Rachmansyah. (2016). Studi Eksperimental Pengaruh Penambahan Zat Aditif Lateks Pada Beton Aspal Terhadap Stabilitas. Tidak diterbitkan. Fakultas Teknik Universitas Kristen Krida Wacana. Jakarta Barat.