Article Sidebar

Submitted
24 May 2021
Accepted
24 May 2022
Published
18 June 2022
Download
PDF
Statistic
Read Counter : 270 Download : 414

Main Article Content

Abstract

Porous asphalt is an asphalt mixture with high porosity to reduce the potential waterlogging and increase the roughness of the road surface. However, porous asphalt mixture has shortcomings in terms of strength and durability. This paper presents laboratory testing results of the effect of adding Rediset LQ-1106 additive on the performance of a porous asphalt mixture. The research was started with the determination of the optimum asphalt content. Then, the test object was made with Rediset LQ-1106 using variations in 0%, 1%, 2%, and 3% of the optimum asphalt content and carried out the Marshall test, Immersion Test, Indirect Tensile Strength, Tensile Strength Ratio, and Wheel Tracking. The test results show that adding 1% of Rediset LQ-1106 resulted in the optimum performance of porous asphalt compared to other grade additions. This performance is evidenced by the increase in the mixture stability value by 18.62%, the Indirect Tensile Strength value of 20.14%, the dynamic stability value of 35.88%, and the most negligible deformation speed compared to porous asphalt, which does not use Rediset LQ-1106. However, the Index Retained Strength, and Tensile Strength Ratio tests did not significantly increase performance.

Keywords

Porous Asphalt Marshall Indirect Tensile Strength Rediset LQ-1106 Wheel Tracking

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

Eza Marizka, Program Magister Teknik Sipil, Fakultas Teknik Sipil dan Perencanaan, Universitas Islam Indonesia, Yogyakarta, Indonesia

Fakultas Teknik Sipil dan Perencanaan

How to Cite
Marizka, E., Fauziah, M., & Subarkah. (2022). PENGARUH PENAMBAHAN REDISET LQ-1106 TERHADAP KINERJA STRUKTUR CAMPURAN ASPAL PORUS. Teknisia, 27(1), 12–23. https://doi.org/10.20885/teknisia.vol27.iss1.art2
Download Citation
Endnote/Zotero/Mendeley (RIS)
BibTeX

References

  1. AkzoNobel. (2011). “Product Datasheet Asphalt Applications”, Netherlands.
  2. AkzoNobel. (2012). “Rediset LQ Liquid Warm-Mix System”, Netherlands.
  3. AkzoNobel. (2015). “Superior Warm-Mix Additives for Exceptional Coating, Compaction, and Moisture Resistance”, Netherlands.
  4. Australian Asphalt Pavement Association. (2004). “National Asphalt Specification”.
  5. Cetin, A. (2013). “Effects of Crumb Rubber Size and Concentration on Performance of Porous Asphalt Mixtures”, International Journal of Polymer Science, 789612, 1-10.
  6. Direktorat Jenderal Bina Marga. (2018). “Spesifikasi Umum 2018”, Departemen Pekerjaan Umum, Jakarta.
  7. Djakfar, L., H. Bowoputro dan Y. Zaika (2013). “Evaluation of the Use of Steel Slag and Pyrophyllite Materials in the Porous Asphaltmix”, Journal of Scientific, 18, 11, 1524-1529.
  8. Hamzah, M., B. Golchin dan C. T. Tye (2013). “Determination of the optimum binder content of warm mix asphalt incorporating rediset using response surface method”, Construction and Building Materials, 47, 1328–1336.
  9. Hamzah, M., B. Golchin, A. Jamshidi dan E. Chailleux (2015). “Evaluation of Rediset For Use in Warm-Mix Asphalt: A Review of The Literatures”, International Journal of Pavement Engineering, 1072954, 37-41.
  10. Leng, Z., A. Gamez dan I. Al-Qadi (2014). “Mechanical Property Characterization of Warm-Mix Asphalt Prepared with Chemical Additives”, Journal of Materials in Civil Engineering, 26, 304-311.
  11. Masri, K. A., H. Awang, R. P. Jaya, M. I. Ali, N. I. Ramli, dan A. K. Arshad (2019). “Moisture Susceptibility of Porous Asphalt Mixture with Nano Silica Modified Asphalt Binder”, National Colloquium on Wind & Earthquake Engineering, 244, 012028, 1-6.
  12. Standar Nasional Indonesia. (2003). “RSNI M-01-2003, Metode Pengujian Campuran Beraspal Panas dengan Alat Marshall”, Badan Standarisasi Nasional, Jakarta.
  13. Standar Nasional Indonesia. (2015). “SNI 6753 : 2015, Cara Uji Ketahanan Campuran Beraspal Panas Terhadap Kerusakan Akibat Rendaman”, Badan Standarisasi Nasional, Jakarta.
  14. Vahora, S. I dan C. B. Mishra (2017). “Investigating the Performance of Warm Mix Additives”, International Journal of Current Engineering and Technology, 7, 3, 1-5.
  15. Widyastuti, S., A. Setyawan dan A. Sumarsono (2013). “Desain Aspal Porus Menggunakan Gravel Bergradasi Seragam yang Ramah Lingkung”. e-Jurnal Matriks Teknik Sipil, 192-198.
  16. Zhang, J., G. D. Airey, J. Grenfell dan Z. Yao (2017). “Laboratory Evaluation of Rediset Modified Bitumen Based on Rheology and Adhesion Properties”, Construction Build, 152, 683–692.
  17. Zhang, J., P. Li, C. Sun, M. Liang, Y. Li, Z. Yao dan X. Zhang (2019). “Effects of Composite Warm Mix Additive (CAR) on the Physical and Rheological Performance of Bitumen and the Pavement Performance of Its Concrete”, Materials, 12, 1-16.