Comparative Study of Rigid Pavement Design of Solo-Yogyakarta-NYIA Kulon Progo Toll Road Using MDPJ 2017 and MDPJ 2024
DOI:
https://doi.org/10.32832/astonjadro.v14i4.18878Keywords:
KENPAVE-KENSLAB, MDPJ 2017, MDPJ 2024, pavement performance, rigid pavementAbstract
The Solo-Yogyakarta-NYIA Kulon Progo Toll Road is one of Proyek Strategis Nasional (PSN) that has an important role in the smooth movement of traffic. The infrastructure development process must be carefully considered, especially at the planning stage. This paper analyzes the design of rigid pavement planning using MDPJ 2017 and MDPJ 2024 to determine the difference in design results and can be the best alternative design proposal so that it can provide a reference for pavement performance performance. In addition, an empirical mechanistic analysis was conducted using KENSLAB in the KENPAVE program. The program outputs stress, deflection, and service life prediction. The analysis results show that MDPJ 2017 and MPDJ 2024 with JSKN value of 125,538,693,248 have the same rigid pavement thickness value of 305 mm and with KENSLAB analysis, a service life of 1000 years is obtained. MDPJ 2017 and MPDJ 2024 do not produce significant differences, there are only differences in the tie bar spacing and dowel diameter. The different tie bar spacing and dowel diameters have little effect on the value difference in the KENPAVE output. However, the design with MDPJ 2024 has a slightly higher value than MDPJ 2017. Thus, alternative designs are needed to make the pavement performance more effective and efficient, including 200 mm, 185 mm, and 180 mm thick. From several alternative pavement designs, it is concluded that the design that produces the most optimal performance is alternative 3 with a layer arrangement of 180 mm thick slab, 100 mm LMC, and 150 mm LPA with a predicted service life of 48.2 years.
References
N. Ayu, “Implementasi Kebijakan Pembangunan Jalan Tol Sigli-Banda Aceh,” Jurnal Ilmiah Mahasiswa (JIM), vol. 9, no. 1, pp. 1–12, 2024.
Y. T. Wahyudi, Y. Hermawan, and N. R. Qudsi, “Analisis Partisipasi Stakeholders Dalam Proyek Rehabilitasi Jalan Pada Dinas Pekerjaan Umum dan Penataan Ruang Kabupaten Garut (Studi Kasus : Proyek Rehabilitasi Jalan di Desa Jati Kecamatan Tarogong Kaler),” Jurnal Pembangunan dan Kebijakan Publik, vol. 15, no. 2, pp. 1–10, 2024, doi: https://doi.org/10.36624/jpkp.v15i2.165.
A. Akbar, Y. F. Sidabutar, and Tanjung Raflis, “Kajian Dampak Peningkatan Ruas Jalan Tengku Sulung Terhadap Pengembangan Wilayah Kecamatan Batam Kota,” Jurnal Potensi, vol. 5, no. 2, pp. 23–29, 2024, doi: 10.37776/jpot.
E. Prasetyo, K. Joko Prayitno, and R. Lathiif Amhudo, “Perencanaan Tebal Perkerasan Kaku Pada Jalan Tol Solo-Yogyakarta-NYIA Kulon Progo Dengan Metode Bina Marga 2017 dan AASHTO 1993 (STA 02+00-STA 07+500),” Journal Of Civil Engineering And Infrastructure Technology, vol. 2, no. 1, 2023, doi: https://doi.org/10.36728/jceit.v2i1.2664.
R. M. Silitonga, M. Amin, and I. Elvina, “Perencanaan Tebal Perkerasan Kaku Dengan Metode AASHTO 1993 Pada Ruas Jalan Dusun Betung Kabupaten Katingan,” Jurnal Teknika, vol. 4, no. 1, pp. 14–25, 2020, doi: https://doi.org/10.52868/jt.v4i1.2644.
Almufid, S. Haq, and Silwanus, “Perbandingan Perencanaan Tebal Perkerasan Kaku dengan Menggunakan Metode Bina Marga 04/Se/Db/2017 dan Metode AASTHO 1993,” Jurnal Teknik, vol. 9, no. 2, pp. 34–43, 2020, doi: http://dx.doi.org/10.31000/jt.v9i2.3076.
A. Y. Dwiputra, S. H. T. Utomo, and A. T. Mulyono, “Prediksi Sisa Umur Perkerasan Lentur Dengan Metode Mekanistik-Empirik Ruas Jalan Prof. Dr. Wirjono Prodjodikoro, Yogyakarta,” Jurnal Transportasi, vol. 21, no. 3, pp. 173–186, 2021, doi: https://doi.org/10.26593/jtrans.v21i3.5447.173%E2%80%93186.
S. Gabriela and A. D. Nataadmadja, “Rigid Pavement Optimization by Using Empirical Mechanistic Method and KENPAVE Software,” in IOP Conference Series: Earth and Environmental Science, IOP Publishing Ltd, Aug. 2021. doi: 10.1088/1755-1315/794/1/012013.
A. Rahmawati and M. Adiyasa, “Analysis Of Remaining Service Life for Flexible Pavement Using Mechanistic-Empirical Methods),” International Journal of GEOMATE, vol. 21, no. 85, pp. 145–153, 2021, doi: 10.21660/2021.85.j2203.
R. A. Pambudi and M. Fauziah, “Evaluasi Perancangan Struktur Perkerasaan Dengan Metode Bina Marga 2017 Dan Program KENPAVE Menggunakan Pendekatan Elastik dan Viskoelastik,” in Prosiding Seminar Nasional Hasil Penelitian dan Pengabdian Masyarakat, 2021, pp. 303–314.
L. Z. Tolab and M. Fauziah, “Prediction of Damage and Remaining Life of Yogyakarta-Bawen Toll Road Pavement with Elastic and Viscoelastic Approaches,” Jurnal Rekayasa Sipil, vol. 18, no. 02, pp. 150–158, 2024, doi: 10.21776/ub.rekayasasipil.2024.018.02.12.
M. A. Hadi and L. Z. Tolab, “Studi Analisis Sensitivitas Kinerja Struktur Perkerasan Jalan Terhadap Pengaruh Perubahan Temperatur,” in Konferensi Nasional dan Inovasi Lingkungan Terbangun, 2022, pp. 332–341.
L. Z. Tolab, M. A. Hadi, and M. Fauziah, “Analisis Perbandingan Perkerasan AC-WC Berbahan Ikat Starbit E-55 Dengan Pen 60/70 Menggunakan Metode Elastik Linear,” in The 3rd Proceeding Civil Engineering Research Forum , 2022, pp. 179–187.
Kosim, J. Fikri, S. Indra, A. Kiky Rizky, S. Intan Puspita, and Y. Prasetya, “Design of Geometric and Rigid Pavement Thickness on Jalan Lingkar Barat Sp. Sports Center-Bukit Sulap STA 0+100-STA 7+583 Lubuklinggau City, South Sumatera Province,” in 5 th FIRST T1 T2 2021 International Conference, 2022, pp. 19–25. doi: https://doi.org/10.2991/ahe.k.220205.004.
E. Wijajanti, I. Kusmaryono, and A. M. Zakir, “Analisis Perencanaan Tebal Lapisan Perkerasan Kaku (Rigid Pavement) Menggunakan Metode MDP 2017 dan AASHTO 1993 (Studi Kasus Proyek Jalan Tol Cinere – Jagorawi Sta. 14+700 – Sta. 12+000,” Jurnal Teknik Sipil, vol. 12, no. 3, pp. 10–19, 2023.
Z. A. Aji and B. H. Susilo, “Evaluasi Tebal Perkerasan Jalan Menggunakan Program Software Kenpave Evaluation of Road Pavement Thickness Using Kenpave Software Program,” Jurnal Rekayasa Lingkungan Terbangun Berkelanjutan, vol. 1, no. 1, pp. 96–105, 2023, doi: 10.25105/jrltb.v1i1.15921.
A. Saputra, E. Purwanto, and M. Fauziah, “Alternatif Desain Perkerasan Jalan dan Perkuatan Lereng Longsor,” Jurnal Rekayasa Sipil, vol. 17, no. 2, pp. 192–198, 2023, doi: https://doi.org/10.21776/ub.rekayasasipil.2023.017.02.11.
V. R. Harsvardan and A. N. Noor Tajudin, “Desain Ulang dan Analisis Respons Struktural Perkerasan Lentur Pada Jalan Tol Jakarta-Cikampek,” JMTS: Jurnal Mitra Teknik Sipil, vol. 4, no. 1, pp. 109–118, 2021, doi: https://doi.org/10.24912/jmts.v0i0.10504.
I. M. A. Ariawan, P. Kwintaryana, N. K. D. Paramita, and P. C. P. Kardita, “Analisis Nilai Rasio Kerusakan dan Review Desain Perkerasan Jalan Shortcut Singaraja–Mengwitani Dengan Program KENPAVE (Studi Kasus: Shortcut Ruas 8),” in Konferensi Nasional Teknik Sipil (KoNTekS) ke-17, 2023.
A. Sumarsono and M. Fauziah, “Evaluasi Kondisi Perkerasan, Penanganan dan Nilai Sisa Perkerasan Lentur Jalan Dengan Metode Binamarga 2013 dan Metode Mekanistik Empirik (Studi Kasus : Jalan Jogja-Solo Km 14+800 – 16+800),” TEKNIKA: Jurnal Teknik, vol. 9, no. 1, pp. 10–27, 2022, [Online]. Available: www.teknika-ftiba.info
Ilpandari, “Analisis Desain Struktur Rigid Pavement Dengan Metode Empirik, Evaluasi, dan Pemodelan Dengan Software KENPAVE-KENSLAB (Studi Kasus : Jalan Tol Semarang – Solo, Seksi III Bawen – Salatiga),” Thesis, Universitas Islam Indonesia, Yogyakarta, 2018.
M. Qisthi, “Perancangan Perkerasan Kaku Pada Pendekat Timur Simpang UPN-Jalan Raya Padjajaran, Sleman dan Analisis Sensitivitas Respon Struktur Akibat Reduksi Tebal dan Mutu Beton,” Final Project, Universitas Islam Indonesia, Yogyakarta, 2018.
S. Marathe, I. R. Mithanthaya, and Ashwin J, “Analysis of Alkali Activated Concrete Pavement Using Kenpave Software for Low Volume Roads,” in Recent Advamces in Civil Engineering CTCS 2021, 2023. doi: https://doi.org/10.1007/978-981-19-1862-9_34.
A. Patel, V. Singh, and R. Shanker, “FEM Based Parametric Analysis for Investigating Effect of Wheel Base Characteristics and Axle Configurations on Flexural Stresses in Rigid Pavements,” in Materialstoday: Proceedings, 2022, pp. 1280–1289. doi: https://doi.org/10.1016/j.matpr.2022.04.188.
A. M. Abu Abdo and S. J. Jung, “Evaluation of Enforcing Rigid Pavements with Plastic Waste Fibers,” ARPN Journal of Engineering and Applied Sciences, vol. 14, no. 13, pp. 2348–2355, 2019, [Online]. Available: www.arpnjournals.com
Direktorat Jenderal Bina Marga, Manual Desain Perkerasan Jalan No. 02/N/BM/2017. Jakarta: Direktorat Jenderal Bina Marga, 2017.
Direktorat Jenderal Bina Marga, Manual Desain Perkerasan Jalan No. 03/M/BM/2024. Jakarta: Direktorat Jenderal Bina Marga, 2024.
Y. H. Huang, Pavement Analysis and Design, 2nd ed. Prentice Hall, Englewood Cliffs. New Jersey, U.S.A.: University of Kentucky, 2004.
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2025 ASTONJADRO
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Paper submitted to ASTONJADRO is the sole property of the Astonjadro Journal. Unless the author withdraws the paper because he does not want to be published in this journal. The publication rights are in the journal Astonjadro.ASTONJADRO
LICENSE
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Based on a work at http://ejournal.uika-bogor.ac.id/index.php/ASTONJADRO
