Flexible Road Pavement Thickness Planning using the 2017 Manual Road Pavement Design (MDPJ) Method and 1987 Component Analysis on the Jepara - Keling Road Section
DOI:
https://doi.org/10.24036/cived.v10i3.43Keywords:
Flexible Pavement, Daily Traffic, Axis loadAbstract
The increase in the volume of vehicles on the Jepara - Keling road has resulted in a decrease in the quality of road services, moreover, it has been exacerbated by the passing vehicles which often exceed their carrying capacity, thus accelerating road damage. Therefore, road planning efforts are needed to maintain road function from various potential damages that occur. The purpose of this thesis is to plan a flexible pavement thickness that is able to serve the volume of vehicles and withstand the loads of passing vehicles. Meanwhile, before planning a road, it is necessary to know the condition of the road, field CBR data, average daily traffic data and also need to plan what material the road will be built with. The approach method used in planning the thickness of the flexible pavement is using the 2017 Road Pavement Design Manual (MDPJ) method and the 1987 Component Analysis method. Based on the calculations that have been carried out, it is obtained that the thickness of the flexible pavement structure design is obtained for each layer using the Road Pavement Design Manual (MDPJ) method. ) 2017 are as follows: for 4 cm thick AC-WC layer, 6 cm thick AC-BC layer, 16 cm thick AC-Base layer, and 30 cm thick Class A LPA layer. Whereas using the 1987 Component Analysis method, the thickness for each layer was obtained as Asphalt Concrete MS 740: 10 cm, Class A Crushed Stone LPB: 25 cm, Class A Sand and Stone LPB: 22 cm
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References
S. P. G. U. J. Perkotaan, “Direktorat Jenderal Bina Marga,” Direktorat Pembin. Jalan Kota, 1992.
Bina Marga, “Perencanaan Rigid Pavement Dengan Metode AASHTO 1993,” 2004.
M. Huda, D. Rochmanto, and N. Hidayati, “Perencanaan Sistem Drainase Sepanjang Jalan Raya Mayong – Bakalan , Kabupaten Jepara,” J. Civ. Eng. Study, vol. 01, pp. 26–33, 2021.
M. Tiara, D. Rochmanto, and Y. A. Saputro, “Perencanaan Tebal Perkerasan Kaku Ruas Jalan Raya Jepara Bangsri pada KM 11 sampai KM 12 Menggunakan Pedoman Bina Marga 2017,” J. Civ. Eng. Study, vol. 02, pp. 7–15, 2022.
B. H. Setiadji et al., “Pyrolysis of Reclaimed Asphalt Aggregates in Mortar,” Int. J. Technol., vol. 13, no. 4, pp. 751–763, 2022, doi: 10.14716/ijtech.v13i4.5621.
A. Kustirini, M. Qomaruddin, D. S. Budiningrum, and I. E. Andammaliek, “The Influence Of Compressive Strength Of Mortar Geopolimer On Addition Of Carbit Waste Ash With Curing Oven System,” in Proceedings of the 1st International Conference on Civil Engineering, Electrical Engineering, Information Systems, Information Technology, and Agricultural Technology, 2020, pp. 1–4.
M. Jallu and S. Saride, Advances in Geosynthetics Engineering. Springer International Publishing, 2019.
SNI 8457, “Rancangan tebal jalan beton untuk lalu lintas rendah,” Badan Stand. Nas., 2017.
A. Nely, Y. A. Saputro, and D. Rochmanto, “Optimalisasi Campuran Fly Ash , Bottom Ash , dan Semen Untuk Lapis Pondasi ( Improving Subgrade ),” J. Civ. Eng. Study, vol. 02, pp. 1–6, 2022.
KEMENTERIAN PEKERJAAN UMUM, “Pedoman Cara Uji California Bearing Ratio ( CBR ) dengan Dynamic Cone Penetrometer ( DCP ),” Jakarta, 2010.
Y. Fahrizal, Y. A. Saputro, and D. Rochmanto, “Analisis Kepadatan Tanah Pada Akses Jalan Conveyor Pltu Tjb Unit 3 , 4 Dengan Menggunakan Standar Aashto T 191,” J. Civ. Eng. Study, vol. 02, pp. 42–48, 2022.
Y. A. S. Nadya Faizatur Rosyidah, Decky Rochmanto, “ANALISIS KINERJA LALU LINTAS MENGGUNAKAN METODE MKJI 1997 DAN MIKROSIMULASI PTV VISSIM STUDENT VERSION PERKIRAAN 10 TAHUN KEDEPAN (STUDI KASUS JEMBATAN SINANGGUL-MLONGGO),” J. Konstr. dan infrastruktur, vol. X, no. 1, pp. 1–6, 2022, [Online]. Available: https://jurnal.ugj.ac.id/index.php/Konstruksi/article/view/6586/2754.
Departemen Pekerjaan umum, Modul RDE - 11 : Perencanaan Perkerasan Jalan. 2005.
SNI-03-6894, “Metode pengujian kadar aspal dari campuran beraspal dengan cara sentrifus 1.,” 2002, pp. 1–6.
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