Analisa Campuran CPHMA terhadap Penambahan Variasi Aspal Penetrasi 60/70 pada Karakteristik Marshall

https://doi.org/10.35912/jatra.v1i2.2294
Published: Jul 27, 2023

Abstract:

Purpose: Highways are one of the main infrastructures in the country's development. On remote and outermost islands there are access barriers to asphalt pavement units (amps). The application of CPHMA (Cold Paving Hot Mix Asbuton) technology is one of the main options to overcome this problem. CPHMA is a cold stretch asphalt mixture that can be used as a surface layer or road grader. The use of CPHMA Asphalt itself also has several problems, such as being brittle and easily dispersed. CPHMA Asphalt Testing is carried out by taking specimens using the Marshall method. It aims to analyze the effect of adding 60/70 penetrating bitumen to the CPHMA mixture on Marshall Characteristics.

Methodology: The test was carried out using the SNI standard used while the Marshall Characteristics requirements used the 2018 Road Construction Specification. The addition of 60/70 penetration bitumen levels varied from 0.5%, 1.0%, 1.5%, 2.0% and 25%. From the test results, the stability value increased when the asphalt content was increased from 0.5% to 2.0% and decreased when the asphalt content was increased to 2.5%. At the addition of asphalt content of 0.5% - 2.0% the flow rate meets the requirements, while at the addition of 2.5% asphalt content the flow rate is 6.67% and does not meet the requirements of the Bina Marga specifications.

Result: The test results for other Marshal characteristics namely MQ, VFB, VIM, and VMA meet the specifications used. At the addition of asphalt content of 0.5% - 2.5%, the values of MQ, VFB, and VMA increased along with the increase in the addition of asphalt content. On the other hand, the VIM value decreased with increasing asphalt content. From the test results, it is known that the optimum penetration value of asphalt 60/70 is 1.25%.

Keywords:
1. CPHMA
2. Asphalt penetration 60/70
3. Marshall Characteristics
4. Asphalt
Authors:
1 . Herlina Suciati
2 . Afri Wijaya Simamora
3 . Panusunan Panusunan
4 . Fauzan Fauzan
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How to Cite
Suciati, H., Simamora, A. W., Panusunan, P., & Fauzan, F. (2023). Analisa Campuran CPHMA terhadap Penambahan Variasi Aspal Penetrasi 60/70 pada Karakteristik Marshall . Jurnal Teknologi Riset Terapan, 1(2), 75–86. https://doi.org/10.35912/jatra.v1i2.2294
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Issue & Section
Vol. 1 No. 2 (2023): Juli
Articles
References

    Akbariawan, R., Fadiansyah, R., Djakfar, L., & Bowoputro, H. (2015). Penggunaan Material Lokal Madura Terhadap Kinerja Campuran Cphma (Cold Paving Hot Mix Asbuton). Brawijaya University.

    Asidin, A. (2019). Pengaruh Gradasi Agregat Terhadap Karakteristik Marshall Pada Campuran Cphma (Cold Paving Hot Mix Asbuton). Jurnal Media Inovasi Teknik Sipil Unidayan, 8(1).

    Djakfar, L., Wiyanta, Y. K., Bowoputro, H., & Baisa, H. L. (2018). Pengaruh Kadar Kapur Padam Sebagai Bahan Pengisi Campuran Cold Paving Hot Mix Asbuton. Jurnal Transportasi, 18(1), 21-28.

    Hot, P. O. W. C. O. (2014). Pengaruh Pengkondisian Benda Uji Terhadap Sifat Volumetrik Campuran Beraspal Panas Lapis Aus (The Conditioning Effect Of Specimens On Volumetric Properties Of Wearing Course Of Hot Mix Asphalt). Jurnal Jalan-Jembatan, 31(1), 1-11.

    Karisma, C. (2014). Evaluasi Hasil Pengujian Ekstraksi Menggunakan Metode Sentrifugal Dan Refluk Pada Campuran Ac-Wc.

    Lydia, E. N., Suria, A., & Fahmi, F. (2017). Perbandingan Kadar Aspal Hasil Ekstraksi Dengan Campuran Pertamax. Jurutera-Jurnal Umum Teknik Terapan, 4(01), 6-12.

    Suaryana, N. (2016). Performance Evaluation Of Stone Matrix Asphalt Using Indonesian Natural Rock Asphalt As Stabilizer. International Journal Of Pavement Research And Technology, 9(5), 387-392.

    Sutrisna, I. G. U. H. (2021). Evaluasi Material Lokal Campuran Cold Paving Hot Mix Asbuton (Cphma) Stabilitas Marshall Sebagai Parameter Ketahanan Terhadap Deformasi. Jurnal Sangkareang Mataram, 8(3), 14-17.

    Thanaya, I. N. A., Suweda, I. W., & Sparsa, A. (2017). Perbandingan Karakteristik Campuran Cold Paving Hot Mix Asbuton (Cphma) Yang Dipadatkan Secara Dingin Dan Panas. Jurnal Teknik Sipil Itb, 24(3), 247-256.

    Widojoko, L. (2020). Pengujian Pemadatan Campuran Beton Aspal. Jurnal Teknik Sipil Bandar Lampung, 7(2), 211701.

  1. Akbariawan, R., Fadiansyah, R., Djakfar, L., & Bowoputro, H. (2015). Penggunaan Material Lokal Madura Terhadap Kinerja Campuran Cphma (Cold Paving Hot Mix Asbuton). Brawijaya University.
  2. Asidin, A. (2019). Pengaruh Gradasi Agregat Terhadap Karakteristik Marshall Pada Campuran Cphma (Cold Paving Hot Mix Asbuton). Jurnal Media Inovasi Teknik Sipil Unidayan, 8(1).
  3. Djakfar, L., Wiyanta, Y. K., Bowoputro, H., & Baisa, H. L. (2018). Pengaruh Kadar Kapur Padam Sebagai Bahan Pengisi Campuran Cold Paving Hot Mix Asbuton. Jurnal Transportasi, 18(1), 21-28.
  4. Hot, P. O. W. C. O. (2014). Pengaruh Pengkondisian Benda Uji Terhadap Sifat Volumetrik Campuran Beraspal Panas Lapis Aus (The Conditioning Effect Of Specimens On Volumetric Properties Of Wearing Course Of Hot Mix Asphalt). Jurnal Jalan-Jembatan, 31(1), 1-11.
  5. Karisma, C. (2014). Evaluasi Hasil Pengujian Ekstraksi Menggunakan Metode Sentrifugal Dan Refluk Pada Campuran Ac-Wc.
  6. Lydia, E. N., Suria, A., & Fahmi, F. (2017). Perbandingan Kadar Aspal Hasil Ekstraksi Dengan Campuran Pertamax. Jurutera-Jurnal Umum Teknik Terapan, 4(01), 6-12.
  7. Suaryana, N. (2016). Performance Evaluation Of Stone Matrix Asphalt Using Indonesian Natural Rock Asphalt As Stabilizer. International Journal Of Pavement Research And Technology, 9(5), 387-392.
  8. Sutrisna, I. G. U. H. (2021). Evaluasi Material Lokal Campuran Cold Paving Hot Mix Asbuton (Cphma) Stabilitas Marshall Sebagai Parameter Ketahanan Terhadap Deformasi. Jurnal Sangkareang Mataram, 8(3), 14-17.
  9. Thanaya, I. N. A., Suweda, I. W., & Sparsa, A. (2017). Perbandingan Karakteristik Campuran Cold Paving Hot Mix Asbuton (Cphma) Yang Dipadatkan Secara Dingin Dan Panas. Jurnal Teknik Sipil Itb, 24(3), 247-256.
  10. Widojoko, L. (2020). Pengujian Pemadatan Campuran Beton Aspal. Jurnal Teknik Sipil Bandar Lampung, 7(2), 211701.