Cost and Thickness of Rigid Pavement Using the MDP 2017 and AASHTO 1993 Methods
DOI:
https://doi.org/10.32722/pt.v23i2.6683Abstract
The planning and evaluation process of toll road pavement thickness play a crucial role in sustainable toll road design. Road structure design needs to align with construction requirements, and pavement serves to shield the road layers from excessive pressure due to vehicle loads. Recalculating the rigid pavement thickness on the Cinere - Jagorawi toll road section III using the AASHTO and MDP methods aims to determine the most suitable method for determining toll road pavement thickness. Additionally, the study conducts cost calculations for rigid pavement work using slipform concrete paver and conventional methods. The research findings indicate that based on project data analysis, the pavement thickness using the AASHTO method is 16 cm, while the MDP method results in a thickness of 28 cm. The MDP analysis yields a pavement thickness identical to the field measurement of 28 cm, whereas the AASHTO method produces a pavement thickness 12 cm thinner than the field measurement. The effective cost of rigid pavement work using manual methods and concrete pavers amounts to Rp11,640,674,008.34. This cost applies to a thickness of 29 cm, a lane width of 3.7 m, and a work length of 5,700 m. The maximum work length is 3,291 m using manual methods, and the minimum work length is 2,409 m using concrete pavers.
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[1] A. H. Amaludin, "Analisis Perbandingan Tebal Perkerasan Lentur Antara Metode Aashto 1993 Dengan Metode Manual Desain Perkerasan 2017 (Studi Kasus: Jalan Lingkar Luar Barat Kota Surabaya)," Rekayasa Teknik Sipil, vol. 10, no. 2, 2022.
[2] B. H. Setiadji, Supriyanto, A. K. Indria, R. Ariyanto and D. A. Irawan, "Pemilihan Jenis Perkerasan Berdasarkan Beban Lalu Lintas dan Analisis Biaya Siklus Hidup," International Conference on Road and Airfield Pavement Technology, 2024.
[3] I. Irianto and J. R. Warayaan, "Perencanaan Tebal Perkerasan Lentur dengan Metode AASHTO 1993 dan MDP Jalan 2013 pada Ruas Jalan Pirime - Balingga Kabupaten Lanny Jaya (STA 0+000 s/d STA 7+500)," Jurnal Portal Sipil, vol. 8, no. 2, pp. 83-95, 2019.
[4] S. T. Daksa and C. A. Prastyanto, "Analisis Pemilihan Jenis Perkerasan Jalan untuk Perbaikan Kerusakan Perkersan Jalan di Jalan Harun Thohir, Kecamatan Greik, Kabupaten Gresik, Jawa Timur," Jurnal Transportasi, vol. 2, no. 1, pp. 11-15, 2019.
[5] Y. P. A. Rumbyarso, Infrastruktur Pembaharu Silica Fume in Asphalt Concrete-Wearing Course, Purwokerto: CV. Amerta Media, 2022.
[6] R. Ardiansyah and T. Sudibyo, "Analisis Perencanaan Tebal Perkerasan Kaku Lajur Pengganti pada Proyek Pembangunan Jalan Tol Jakarta-Cikampek II Elevated," Jurnal Teknik Sipil Dan Lingkungan, vol. 5, no. 1, pp. 17-30, 2020.
[7] Nuridha and E. Riza, Pengaruh Beban Berlebihan Terhadap Umur Rencana Perkerasan Lentur dengan Menggunakan Metode AASTHO, Institusi Teknologi Nasional Bandung, 2020.
[8] A. Anggie, Kajian Tebal Lapis Perkerasan Kaku pada Jalan Tol Jakarta - Cikampek Berdasarkan Metode AASHTO 1993 dan MDPJ 2017, 2022.
[9] A. R. Rifaq And L. B. Suparma, Review Desain Tebal Perkerasan Kaku Underpass Kentungan (Kaliurang) Berdasarkan Manual Desain Perkerasan 2017 Dan Aashto 1993, Yogyakarta: Perpustakaan Universitas Gadjah Mada, 2020.
[10] R. Mayadhita, "Perencanaan Tebal Perkerasan Kaku dengan Menggunakan Perbandingan Nilai CBR pada Jalan Kenali Asam Bawah," 2019.[11] M. D. Permana, A. A. G. Sumanjaya and I. K. Nudja, "Perencanaan Perkerasan pada Ruas Jalan dari Simpang Jalan Gatot Subroto Barat sampai Simpang Jalan Gunung Soputan Denpasar," Paduraksa, vol. 8,
no. 1, pp. 51-69, 2019.
[12] F. O. S. Sirait, Supiyan and I. Elvina, "Perencanaan Tebal Perkerasan Lentur (Flexible Pavement) Menggunakan Metode Manual Desain Perkerasan Tahun 2017," Jurnal Teknika, vol. 3, no. 2, pp. 186-197, 2020.
[13] AASHTO, Guide for Design Of Pavement Structures, Washington, DC, 1993.
[14] Direktorat Jenderal Bina Marga, Manual Desan Perkerasan Jalan No. 04/SE/DB/2017, Jakarta: Kementrian Pekerjaan Umum dan Perumahan Rakyat, 2017.
[15] Pupr, Pedoman Penyusunan Perkiraan Biaya Pekerjaan Konstruksi Bidang Pekerjaan Umum Dan Perumahan Rakyat, Jakarta: Kementrian Pekerjaan Umum dan Perumahan Rakyat, 2023.
[16] A. S. Ariyanto and Sarwanta, "Perbandingan Perencanaan Tebal Lapisan Perkerasan Lentur Dengan Metode AASHTO dan MDP," Jurnal Rekayasa Infrastruktur, vol. 7, no. 2, 2021.
[17] Y. J. E and W. W. M, Principles of Pavement Design. John Wiley & Sons, New York, 1975.
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Copyright (c) 2024 Rikki Sofyan Rizal, S.Tr., M.T., Nuzul Barkah Prihutomo, S.T., M.T., Raihan Wahyu Putra (Author)
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