Skip to main content

Evolution of Drainage Treatment in Flexible Pavement Design: Evolution of Drainage Treatment in Flexible Pavement Design: A Comparison of Three Generations of Design Methods

Author(s): Y. Djoko Setiyarto ORCID https://orcid.org/0009-0008-5545-2609 , Mochamad Wildan Pratama Augustiawan
Author(s) information:
Department of Civil Engineering, Faculty of Engineering and Computer Science, Universitas Komputer Indonesia, Unikom Smart Building, 11th Floor, Jl. Dipatiukur No. 102–116, Kota Bandung, Jawa Barat 40132, Indonesia

Corresponding author

Drainage played a crucial role in flexible pavement performance because moisture accumulation reduced material stiffness, accelerated fatigue cracking, and shortened service life. Along with the evolution of pavement design practice in Indonesia, the concept of drainage shifted from empirical correction toward a mechanistic–empirical system-based design approach. This study examined the evolution of drainage treatment in flexible pavement thickness design by comparing three generations of design methods: the 1993 American Association of State Highway and Transportation Officials (AASHTO) method, the 2017 Indonesian Pavement Design Manual, and the 2024 Indonesian Pavement Design Manual. Quantitative simulations were conducted for the first two methods under three drainage conditions (good, moderate, and poor) to evaluate the influence of drainage on pavement thickness. The 2024 manual was analyzed conceptually because it no longer applied numerical drainage correction but instead emphasized physical drainage system design. The results showed that deterioration of drainage quality from good to poor increased total pavement thickness by approximately 43.2% in the 1993 method and 43.75% in the 2017 manual. In contrast, the 2024 manual did not apply numerical thickness correction, as drainage effects were addressed through permeable layers and subsurface drainage systems. This study demonstrated a paradigm shift from empirical corrective design toward preventive mechanistic–empirical drainage design and discussed its relevance to international pavement engineering practice in moisture-sensitive and tropical environments.

Bina Marga. (2011). Pedoman Desain Perkerasan Jalan Lentur No-002-P-BM-2011. Bina Marga.

Bina Marga. (2017). Manual Desain Perkerasan Jalan No.02/M/BM/2017. Bina Marga.

Bina Marga. (2024). Manual Desain Perkerasan Jalan No.03/M/BM/2024. Bina Marga.

Duque, J.; Martinez-Arguelles, G.; Nuñez, Y.; Peñabaena Niebles, R.; & Polo Mendoza, R. (2024). Designing Climate Change (CC)-resilient asphalt pavement structures: A comprehensive literature review on adaptation measures and advanced soil constitutive models. Results in Engineering, 24. https://doi.org/10.1016/j.rineng.2024.103648

Sugema, R.; & Maulana, R. (2024). Analisis Perbandingan Perencanaan Tebal Perkerasan Jalan Lentur Menggunakan Metode AASHTO 1993 dan MDP 2024 dalam Konteks Kebijakan Transportasi Berkelanjutan. Jurnal Teknik: Media Pengembangan Ilmu dan Aplikasi Teknik, 23(02), 112–118. https://doi.org/10.55893/jt.vol23no2.683

Mantiri, C. C.; Sendow, T. K.; & Manoppo, M. R. E. (2019). Analisa Tebal Perkerasan Lentur Jalan Baru Dengan Metode Bina Marga 2017 Dibandingkan Metode AASHTO 1993. Jurnal Sipil Statik, 7(10), 1303–1316. Available at: https://ejournal.unsrat.ac.id/v2/index.php/jss/article/view/26046 eJournal Unsrat+1

Ghavami, M. S. M.; Hosseini, M. S.; Zavattieri, P. D.; & Haddock, J. E. (2019). Flexible pavement drainage system effectiveness. Construction and Building Materials, 218, 99–107. https://doi.org/10.1016/J.CONBUILDMAT.2019.05.088

Chu, X.; Campos Guereta, I.; Dawson, A.; & Thom, N. (2023). Sustainable pavement drainage systems: Subgrade moisture, subsurface drainage methods and drainage effectiveness. Construction and Building Materials, 364, 129950. https://doi.org/10.1016/j.conbuildmat.2022.129950

Ji, P.; Gong, H.; Cong, L.; Jia, X.; & Huang, B. (2021). Long-Term Effects of Subsurface Drainage on Performance of Asphalt Pavements. Transportation Research Record, 2675(12), 1233–1243. https://doi.org/10.1177/03611981211032649

Llopis Castelló, D.; García Segura, T.; Montalbán Domingo, L.; Sanz Benlloch, A.; & Pellicer, E. (2020). Influence of pavement structure, traffic, and weather on urban flexible pavement deterioration. Sustainability, 12(22), 1–20. https://doi.org/10.3390/su12229717

Bhandari, S.; Luo, X.; & Wang, F. (2023). Understanding the effects of structural factors and traffic loading on flexible pavement performance. International Journal of Transportation Science and Technology, 12(1), 258–272. https://doi.org/10.1016/j.ijtst.2022.02.004

Sias, J. E.; et al. (2025). Climate change impacts on roadways. Nature Reviews Earth & Environment. https://doi.org/10.1038/S43017-025-00711-9

Mallick, R. B.; Tao, M.; Daniel, J. S.; Jacobs, J.; & Veeraragavan, A. (2017). Development of a methodology and a tool for the assessment of vulnerability of roadways to flood-induced damage. Journal of Flood Risk Management, 10(3), 301–313. https://doi.org/10.1111/JFR3.12135

Asadi, M.; Kottayi, N. M.; Tirado, C.; Mallick, R. B.; Mirchi, A.; & Nazarian, S. (2019). Framework for Rigorous Analysis of Moisture-Related Structural Damage in Flexible Pavements. Transportation Research Record, 2673(11), 640–648. https://doi.org/10.1177/0361198119852606

Ajorlou, E.; Mousavi, S.; Ghayoomi, M.; & Dave, E. V. (2024). Performance of flooded flexible pavements: A data-driven sensitivity analysis considering soil moisture fluctuations. Transportation Geotechnics, 45, 101202. https://doi.org/10.1016/j.trgeo.2024.101202

Chen, W. B.; Feng, W. Q.; & Yin, J. H. (2020). Effects of water content on resilient modulus of a granular material with high fines content. Construction and Building Materials, 236. https://doi.org/10.1016/j.conbuildmat.2019.117542

Chen, X.; & Wang, H. (2025). Enhancement of roadway pavement resilience to flooding: impact assessment and mitigation strategies. Transportation Research Part D: Transport and Environment. https://doi.org/10.1016/j.trd.2025.104946

Sultana, M.; Chai, G.; Martin, T.; & Chowdhury, S. (2016). Modeling the post flood short-term behavior of flexible pavements. Journal of Transportation Engineering, 142(10). https://doi.org/10.1061/(ASCE)TE.1943-5436.0000873

Bina Marga. (2018). Petunjuk Teknis Perhitungan Tebal Perkerasan Jalan Lentur Mengacu pada AASHTO 1993 dan MDP 2017. Bina Marga.

Mahmud, A. F.; Saputra, S. W.; & Nugroho, T. S. (2025). Comparison of mechanistic-empirical pavement design versus traditional empirical approaches under tropical climate conditions. International Journal of Pavement Engineering, 26(8), 1055–1070. https://doi.org/10.1080/10298436.2025.1157894

Badan Meteorologi, Klimatologi, dan Geofisika. (2023). Data Curah Hujan Tahunan Kabupaten Seram Bagian Barat. BMKG — data curah hujan.

Lima, C. D. A. de; Motta, L. M. G. da; Aragão, F. T. S.; & Guimarães, A. C. R. (2020). Mechanical characterization of fine-grained lateritic soils for mechanistic-empirical flexible pavement design. Journal of Testing and Evaluation, 48(1), 1–17. https://doi.org/10.1520/JTE20180890

Hicks, D. G.; & Monismith, R. D. (2019). Pavement Design and Materials, 2nd ed. Englewood Cliffs, NJ: Prentice Hall.

Saha, P. K.; & Dey, A. K. (2021). Effect of drainage coefficient on flexible pavement design thickness under wet conditions. International Journal of Pavement Engineering, 22(5), 605–615. https://doi.org/10.1080/10298436.2020.1778923

Bina Marga. (2024). Manual Desain Perkerasan Jalan No.03/M/BM/2024 – Chapter 5: Drainage Design Principles. Bina Marga.

About this article

SUBMITTED: 07 December 2025
ACCEPTED: 18 February 2026
PUBLISHED: 25 February 2026
SUBMITTED to ACCEPTED: 73 days
DOI: https://doi.org/10.53623/csue.v6i1.954

Cite this article
Setiyarto, Y. D. ., & Augustiawan, M. W. P. . (2026). Evolution of Drainage Treatment in Flexible Pavement Design: Evolution of Drainage Treatment in Flexible Pavement Design: A Comparison of Three Generations of Design Methods. Civil and Sustainable Urban Engineering, 6(1), 130−141. https://doi.org/10.53623/csue.v6i1.954
Keywords
Citations
0
Share this article