Analysis of Rigid Pavement Thickness Using the AASHTO 1993 and MDPJ 2024 Methods

Authors

  • Amertya Ramadhani INDONESIA
  • Rikki Sofyan Rizal INDONESIA

DOI:

https://doi.org/10.32832/astonjadro.v15i1.21031

Keywords:

AASHTO 1993, MDPJ 2024, pavement structure cost, rigid pavement.

Abstract

Rigid pavement is an important feature of highway infrastructure because it can handle heavy traffic and move it quickly to the subgrade. This study on Section IIB of the Jakarta–Cikampek II South Toll Road Project used two different ways to construct rigid pavement: one that is used all over the world and one that is exclusive to Indonesia. Each approach utilises a different way of analysing that is based on the criteria and conditions of the context in which it is used. The results showed that the first method made a pavement thickness of 28 cm, whereas the second method made a thickness of 29,5 cm. This difference has a big effect on the total cost of building the 13 km toll road segment, which is Rp139.390.857.060,00 for the first method and Rp156.801.134.100,00 for the second. Choosing the ideal design strategy for a pavement solution that is both optimal and long-lasting should take into account local factors, project needs, and cost-effectiveness.

Author Biographies

Amertya Ramadhani, INDONESIA

Department of Civil Engineering, Jakarta State Polytechnic, Depok

Rikki Sofyan Rizal, INDONESIA

Department of Civil Engineering, Jakarta State Polytechnic, Depok

References

[1] D. S. Wiyanti, “KEUNTUNGAN DAN KERUGIAN FLEXIBLE PAVEMENT DAN RIGID PAVEMENT,” vol. 12, no. 2, pp. 12–18, 2011.

[2] S. A. N. Tias, “Evaluasi Tebal Perkerasan Kaku,” vol. 3, no. 1, pp. 284–290, 2020.

[3] R. Ardiansyah and T. Sudibyo, “Analisis Perencanaan Tebal Perkerasan Kaku Lajur Pengganti pada Proyek Pembangunan Jalan Tol Jakarta-Cikampek II Elevated,” J. Tek. Sipil dan Lingkung., vol. 5, no. 1, pp. 17–30, 2020, doi: 10.29244/jsil.5.1.17-30.

[4] Almufid, S. Haq, and Silwanus, “PERBANDINGAN PERENCANAAN TEBAL PERKERASAN KAKU DENGAN MENGGUNAKAN METODE BINA MARGA 04/SE/Db/2017 DAN METODE AASHTO 1993,” J. Tek., vol. 9, no. 2, pp. 34–43, 2020, doi: 10.31000/jt.v9i2.3076.

[5] A. Anggie, “Kajian Tebal Lapis Perkerasan Kaku Pada Pelebaran Jalan Tol Jakarta–Cikampek Berdasarkan Metode Aashto 1993 Dan Mdpj 2017,” Ftsp, pp. 152–159, 2021, [Online]. Available: https://eproceeding.itenas.ac.id/index.php/ftsp/article/view/798%0Ahttps://eproceeding.itenas.ac.id/index.php/ftsp/article/download/798/669

[6] M. N. Prayudyanto, A. Alimuddin, and A. Suhendra, “Analisis Tebal Perkerasan Jalan dengan Metode AASHTO terhadap Kerusakan Ruas Jalan Cileungsi – Cinyongsong Udik, Kabupaten Bogor,” J. Komposit, vol. 7, no. 1, pp. 43–52, 2023, doi: 10.32832/komposit.v7i1.8062.

[7] F. Putri, “Analisis Tebal Perkerasan Kaku dengan Metode AASHTO dan MDP 2017 Pada Proyek Pembangunan Jalan Tol Serang - Panimbang Seksi 2,” no. 03, 2023.

[8] J. J. Bester, D. Kruger, and A. Hinks, AASHTO Guide for Design of Pavement Structures 1993. American Association of State Highway and Transportation Officials, 2001.

[9] R. S. Rizal, Nuzul Barkah Prihutomo, and Raihan Wahyu Putra Wimartama, “Cost and Thickness of Rigid Pavement using MDP 2017 and AASHTO 1993 Methods,” vol. 23, no. 2, pp. 93–106, 2024.

[10] PUPR, “Manual Desain Perkerasan Jalan 2024,” Kementrian PUPR, 2024.

[11] F. Juditya, “Perhitungan Tebal Perkerasan Kaku Metode Pd-T- 14-2003 dan Aashto 1993 serta Anggaran Biaya pada Proyek Jalan Tol Pekanbaru – Padang Seksi 1,” 2024.

[12] V. Febriyanto, “Perbandingan Analisis Harga Satuan Pekerjaan (AHSP) terhadap Harga Borongan Upah di Lapangan ,” Lap. AKHIR Anal. Harga Satuan Pekerj., pp. 1–7, 2022, [Online]. Available: https://simantu.pu.go.id/personal/img-post/autocover/13fc23a0fa72ba68d67af19111947fcb.pdf

[13] Bobby Nur Yusuf, “Analisa Atas Tingkat Inflasi Yang Mempengaruhi Realisasi Penerimaan Pajak Dengan Tingkat Shadow Economy Sebagai Variabel Intervening (Studi Kasus Pada Penerimaan Pajak Indonesia 2008 – 2017 Dengan Pendekatan Permintaan Uang Kartal Pada Estimasi Shadow Eco,” Elibrary Univ. Komput. Indones., p. 8, 2019.

[14] R. E. Nuridha, “Pengaruh Beban Berlebih Terhadap Umur Rencana Perkerasan Lentur Dengan Menggunakan Metode Aashto 1993,” Inst. Teknol. Nas. Bandung., 2020.

[15] F. Hidayatullah and F. Rohman, “Analisis Perbandingan Tebal Beton Pada Perkerasan Kaku Dengan Metode Bina Marga 2017 dan ASSHTO 1993,” J. Ilm. Sultan Agung , pp. 106–118, 2022.

Published

2026-03-04

How to Cite

Ramadhani, A., & Rizal, R. S. (2026). Analysis of Rigid Pavement Thickness Using the AASHTO 1993 and MDPJ 2024 Methods. ASTONJADRO, 15(1), 225–242. https://doi.org/10.32832/astonjadro.v15i1.21031

Issue

Section

Articles