THE USE OF COCONUT COIR FIBER AS AN ADDITIVE IN STONE MATRIX ASPHALT (SMA) MIXES – COARSE

  • Iqbal Firdany Anwar Teknik Sipil, Universitas Palangka Raya, JL. Yos Sudarso, Palangka Raya, Kalimantan Tengah, 73112, Indonesia
  • Desriantomy Civil Engineering, University of Palangka Raya, Yos Sudarso Street, Palangka Raya, Central Kalimantan, 73112, Indonesia
  • Salonten Civil Engineering, University of Palangka Raya, Yos Sudarso Street, Palangka Raya, Central Kalimantan, 73112, Indonesia
  • Almuntofa Purwantoro Civil Engineering, University of Palangka Raya, Yos Sudarso Street, Palangka Raya, Central Kalimantan, 73112, Indonesia
Keywords: Stone Matrix Asphalt (SMA); Cellulose Fiber (Coconut Coir Fiber); Optimum Coconut Coir Fiber Addition Rate.

Abstract

Advances in technology and science are anticipated to deal with the constraints associated with increasing the amount and quality of road construction, as well as road maintenance. Therefore, a construction technology for highway pavement layers that has been successfully developed in Germany since the 1960s, known as SMA S (Split Mastic Asphalt / Stone Matrix Asphalt with added Cellulose). This study was conducted with the aim of knowing the effect on the use of coconut fiber as a cellulose fiber additive in SMA (Split Mastic Asphalt / Stone Matrix Asphalt) type SMA mixtures. Determine the value of the Optimum Coconut Fiber Addition Rate and the value of the Marshall characteristics of the Stone Matrix Asphalt (SMA) mixture - Coarse using ex aggregate. Merak with varying levels of 0.1%, 0.2%, 0.3%, 0.4%, and 0.5% The results of the research on the durability parameters of the Stone Matrix Asphalt (SMA) - Coarse mixture using the immersion test characteristic method for the Optimum Coconut Fiber Addition Level, the stability value decreases when it has been through immersion for 24 hours.

References

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Published
2024-04-02