ANALISIS PENGARUH KEHALUSAN ABU TERBANG (ABU SEKAM PADI) TERHADAP STABILITAS DAN KEPADATAN AC-BCNR

Farlin Rosyad, Dedek Adriyansah, Irham Irham, Wahyuni Wahab

Sari


The road is an infrastructure that plays an essential role in the development of a region which is a connection between one region and another. The concrete asphalt layer (laston) is the most commonly used road violence in the Indonesian region consisting of asphalt, aggregate and filler. In an effort to add substitutes of fine material that can be used as a material in asphalt mixture, then easy-toobtained rice husk ash are used in research as an alternative to fine material in asphalt mixture. The asphalt used in this research is the rubber asphalt sir 20 (Standard Indonesian Rubber) which is derived from PT. MBS (Modifikasi Bitumen Sumatera). This research was conducted with the aim of knowing the optimum value of the mixture rice husk ash as a fine material replacement against AC-BCNR coated laston and to find out how much the effect of the smoothness of rice husk ash as a fine material replacement against AC-BCNR coated laston is reviewed from stability and density. The percentage of rice husk ash used in this research is 4 %, 6 % and 8 % for zone 0, Zone 1, Zone 2 as well as zone 3 as substitution of fine materials in a mix of AC-BCNR and normal test objects without rice husk ash. The research used marshall testing methods by reviewing the effects of rice husk ash on the value of stability and density. Based on the results of testing the marshall parameter, reviewed by the variety of zones and the percentage of the level of substitution of rice husk ash it can be concluded that the optimum value of the use of the rate of rice husk ash exists in the zone 2 percentage 4 %. Marshall standard optimum stability value is located in zone 2 percentage 4 % by 1301 kg while in zone 2 percentage 6 % there is a drop back to 1285.6 kg. Optimum density value (bulk density) lies in zone 2 percentage 4 % of 2,297 gr/cc whereas in zone 2 percentage 6 % there is a drop back to 2,291 gr/cc.

Keyword: Rice husk ash, Rubber asphalt, AC-BCNR, Stability, Density

 


Teks Lengkap:

PDF

Referensi


Akbar, S. J., & Wesli, W. (2012). Stabilitas Lapis Aspal Beton AC-WC Menggunakan Abu Sekam Padi. Teras Jurnal, 2(4).

Alkhaly, Y. R. (2022). Pengaruh Variasi Jenis Material Filler Pada Campuran Aspal Beton Terhadap Parameter Marshall. TECHSI-Jurnal Teknik Informatika, 12(3), 22-30.

Bina Marga. (2018). Spesifikasi Umum Untuk Pekerjaan Konstruksi Jalan Dan Jembatan (Revisi 2). Direktorat Jendral Bina Marga. Departemen Pekerjaan Umum.

Departemen Pekerjaan Umum (1991). SNI 06-2489-1991 Metode Pengujian Campuran Aspal dengan Alat Marshall. Kementrian Pekerjaan Umum, Badan Penelitian dan Pengembangan PU.

Hermansyah, H., Putra, B. W., & Widiansyah, O. W. (2022). Meningkatkan Nilai Rongga Stabilitas Dan Flow Campuran Aspal HRS-WC Dengan Memanfaatkan Sekam Padi. Jurnal Kacapuri: Jurnal Keilmuan Teknik Sipil, 5(1), 330-340.

Ismadarni, I., Risman, R., & Kasan, M. (2013). Karakteritik Beton Aspal Lapis Pengikat (Ac-bc) Yang Menggunakan Bahan Pengisi Pengisi (Filler) Abu Sekam Padi. MEKTEK, 15(2).

Kementerian Pekerjaan Umum dan Perumahan Rakyat. (2017). Spesifikasi campuran beraspal panas dengan aspal yang mengandung karet alam. Direktorat Jenderal Bina Marga. Bandung.

Putri Rahma Witri, W., Khadavi, S. T., MT, K., Veronika, S. T., & MT, V. (2022). Pengaruh Penambahan Abu Sekam Padi Sebagai Filler Pada Campuran Aspal Beton AC-WC (Doctoral dissertation, Universitas Bung Hatta).

Rosyad, F. (2017). Analisis Pengaruh Kehalusan Abu Terbang (Flyash) Terhadap Stabilitas Dan Kepadatan Campuran Beton Aspal (AC-WC). Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil, 6(1).

Ridwan, F. S., & Nadia, N. (2017). Analisis Pengaruh Pemanfaatan Abu Sekam Sebagai Filler Pada Campuran Aspal Beton. Konstruksia, 8(2), 1-8.

Rosyad, F., & Sary, D. D. (2017). Pengaruh Penambahan Biji Plastik Sebagai Pengganti Fraksi Halus Terhadap Kepadatan dan Stabilitas Campuran Aspal AC-BC. Jurnal Tekno, 14(1), 43-51.

Rosyad, F., Prastyo, N., & Kasmuri, M. (2017). Analisis Pengaruh Penambahan Limbah Karet Terhadap Durabilitas dan Flexibilitas Aspal Beton (AC-WC). Jurnal Tekno, 14(2), 23-31.

Saepudin, U. (2021). Analisis Perbandingan Kualitas Lapis Aspal Beton (Laston) Dengan Menggunakan Filler Abu Batu Dan Abu Sekam Padi. Jurnal Ilmu Sipil (JALUSI), 3(1), 12-18.

Sukirman, S. (1999). Perkerasan Lentur Jalan Raya. Bandung: Nova.

Sukarman, S. (2003). Beton aspal campuran panas. Jakarta: Granit.

Syahputra, N., Malik, A., & Sebayang, M. (2019). Penggunaan Abu Sekam Padi Sebagai Bahan Pengisi (Filler) Dalam Campuran Aspal Jenis AC-WC Dengan Pengujian Marshall. Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains, 6, 1-12.




DOI: https://doi.org/10.31869/rtj.v7i1.4724

Article Metrics

Sari view : 55 times
PDF - 27 times

Refbacks

  • Saat ini tidak ada refbacks.


##submission.copyrightStatement##

"Web Kunjungan Saat ini

Kunjungan Dari Negara

 Flag Counter

 

 

Creative Commons License
Rang Teknik Journal is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.