Article Sidebar

Submitted
28 July 2017
Published
10 February 2018
Download
PDF
Statistic
Read Counter : 397 Download : 714

Main Article Content

Abstract

One aspect that is important in highway design is to protect from water. The damage caused by water on the asphalt, such as hole, peel and cracking. If the influence of water in a highway construction is not controlled, it will decrease the value of durability, consequently it will shortening serviceability of highway. The purpose of this research is to determine the performance of Hot Rolled Asphalt mixture with Pen 60/70 and Retona Blend 55 as binder due to variations of the duration of sea water immersion, with observing to the characteristics of Marshall, Indirect Tensile Strength, Index of Retained Strength and their Permeability. Testing of material specifications in this study refers to the specifications. The sea water immersion time are 0 hours; 48 hours; 96 hours; and 192 hours. HRA with asphalt Retona as binder has a value smaller than asphalt Pen 60/70. HRA with Retona are more impermeable than asphalt Pen

60/70. The stability HRS with Retona lost of has a percentage of 18, 09 %, is smaller than the loss with asphalt Pen 60/70 the 20, 12 % on the duration of the immersing time 192 hours. The IRS with asphalt Retona be obtained better results in each the length of immersion the sea water than the asphalt Pen60/70. However, the percentage of the decline in the duration of the end of the immersing of the sea water, which is 192 hours, a mixture of HRA with the connective Retona, with a value of 11, 35 % compared with asphalt Pen 60/70 to come down to just 8, 66 %. While the testing of ITS in the duration of immersing time 192 hours with asphalt Retona has a value of 10, 83 %, larger than asphalt Pen 60/70 to the decline in only 6,45 %.

Keywords

Permeability Marshall Indirect Tensile Strength Pen 60/70 Retona Blend 55

Article Details

License

Under the following term:

  • Attribution — You must give appropriate credit, provide a link to the license, and indicate if changes were made. You may do so in any reasonable manner, but not in any way that suggests the licensor endorses you or your use.

  • ShareAlike — If you remix, transform, or build upon the material, you must distribute your contributions under the same license as the original.

  • No additional restrictions — You may not apply legal terms or technological measures that legally restrict others from doing anything the license permits.
Author Biography

Miftahul Fauziah, S.T., M.T., Ph.D., Universitas Islam Indonesia


How to Cite
Pratama, B. A., & Fauziah, S.T., M.T., Ph.D., M. (2018). PERBANDINGAN KINERJA CAMPURAN HOT ROLLED ASPHALT (HRA) DENGAN BAHAN IKAT ASPAL PEN 60/70 DAN ASPAL RETONA BLEND 55 DENGAN VARIASI DURASI RENDAMAN AIR LAUT. Teknisia, 22(1), 323–333. Retrieved from https://journal.uii.ac.id/teknisia/article/view/8290
Download Citation
Endnote/Zotero/Mendeley (RIS)
BibTeX

References

  1. AASHTO, (1990), Standard Spesification for Transportation Materials and Methods of Sampling and Testing, Part II Spesification, 15th, AASHTO Publication, Washington.
  2. Anonim, (1992), Bristish Standard (BS). 594: Hot Rolled Asphalt for Roads and Other Paved Areas, Part I: Spesification for Constituen Material Mixtures, 2nd Edition, British Standard Instutution, London.
  3. Anonim, (1992), Bristish Standard (BS). 594: Hot Rolled Asphalt for Roads and Other Paved Areas, Part II: Spesification for The Transport, Laying and Compaction Rolled Asphalt, 2nd Edition, British Standard Instutution, London.
  4. Departemen Pekerjaan Umum, (2010), Spesifikasi Umum Bidang Jalan dan Jembatan (revisi III), Badan Penelitian dan Pengembangan PU, Departemen Pekerjaan Umum, Jakarta.
  5. Hurriyanto, (2008), Pengaruh Dust Proportion Spent Catalyst RCC (Limbah Pertamina) Terhadap Karakteristik Marshall dan Durabilitas pada Campuran Hot Rolled Sheet dengan Kepadatan Mutlak, Thesis Master, Universitas Diponegoro, Semarang.
  6. Prabowo, A.H., (2003), Pengaruh Rendaman Air Laut Pasang (Rob) Terhadap Kinerja Lataston (HRS-WC) Berdasarkan Uji Marshall dan Uji Durabilitas Modifikasi, Pilar, Vol. 12 No. 2.
  7. Kurniawan, Andri, (2013), Pengaruh Penambahan Karet Pada Aspal Beton yang Terendam Air Laut, Tugas Akhir, Universitas Atmajaya Yogyakarta, Yogyakarta.
  8. Nahyo, (2015), Perubahan Karakteristik Campuran Hot Rolled Sheet-Wearing Course (HRS-WC) Berdasarkan Uji Marshall Akibat Rendaman Banjir Rob Di Kota Semarang, MasterThesis, Universitas Diponegoro, Semarang.
  9. Nurhudayah, (2009), Studi Genangan Air Terhadap Kerusakan Jalan di Kota Gorontalo. Prociding Simposium XII FSTPT, Universitas Kristen Petra Surabaya. Gorontalo. Indonesia
  10. Nur’ubay, Istiqomah, (2010), Tinjauan Kuat Tarik Tidak Langsung, Kuat Tekan Bebas, dan Permeabilitas Campuran Dingin Rolled Asphalt dengan Rapid Curing Cutback Asphalt Sebagai Binder, Skripsi, UNS, Surakarta.
  11. Shell, (1990), Shell Bitumen Handbook, Shell Bitumen, England.
  12. Sujatmiko, G.F., (2014), Kekuatan dan Ketahanan Lapis pada Tipis Campuran Aspal Panas dengan Retona Blend 55, Resume Tugas Akhir, Universitas Sebelas Maret, Surakarta.
  13. Suripin, (2004). Pengembangan Sistem Drainase yang Berkelanjutan. Andi Offset, Yogyakarta
  14. Sukirman, S, 1992, Perkerasan Lentur Jalan Raya, Penerbit Nova, Bandung.
  15. Syukri, (1999), Effect of Salt Water Immersion on The Durability of A Hot Rolled Sheet Mix, Master Thesis, Institut Teknologi Bandung, Bandung.
  16. Widojoko, Lilies, (2011), Kinerja Asbuton Lawele Granular sebagai Lapis Aus Asphalt Concrete-Wearing Course berdasarkan hasil uji laboratorium, Jurnal Teknik Sipil, Universitas Pelita Harapan, Jakarta.
  17. Zacharani, M.R., (2012), Pengaruh Perendaman Terhadap Karakteristik Aspal Porus yang Menggunakan Liquid Asbuton Sebagai Bahan Pengikat, Resume Tugas Akhir, Universitas Hasanuddin, Makassar.