Analisis Perencanaan Tebal Lapis Perkerasan Kaku (Rigid Pavement) (Studi Kasus: Jalan Tanjakan Dramaga, Kabupaten Bogor)

Authors

  • Trisna Darmayuda Universitas Ibn Khaldun Bogor
  • Rulhendri Rulhendri Universitas Ibn Khaldun Bogor
  • Alimuddin Alimuddin Universitas Ibn Khaldun Bogor
  • Muhamad Lutfi Universitas Ibn Khaldun Bogor
  • Endang Sudrajat Universitas Ibn Khaldun Bogor

DOI:

https://doi.org/10.32832/komposit.v8i1.8051

Keywords:

AASHTO 1993, Bina Marga Method 2002, Rigid Pavement, Road Geometrics

Abstract

Tanjakan Dramaga road section is a means of land transportation that is devoted to access Pesantren, Tamansari, and Gunung Salak Tourism, which is currently experiencing damage at several points including damage to potholes due to overflow of water from drainage channels that are not functioning properly, asphalt that is damaged and peeling, and the loads of passing vehicles. To Improving the effectiveness and it is necessary to have an appropriate treatment that can overcome the damage to the road segment and so that the road can last a long time, this study Analyze of road stiffness using the standard AASHTO (American Association of State Highway and Transportation Officials) method, and geometric calculations of road conditions using the AASHTO (American Association of State Highway and Transportation Officials) standard and 2002 Bina Marga. The results of the analysis obtained thickness according to the conditions of nine tables AASHTO 1993 is 26 cm with longitudinal reinforcement D12-300 mm, transverse reinforcement D31-840 mm, Dowel or Tie bar used with a diameter of 12 mm, a length of 650 mm, and a distance of 300 mm and the geometric results of the road analysis are full circle.

Keywords : AASHTO 1993, Rigid Pavement, Geometric Road

References

AASHTO (1993). AASHTO guides for design of Pavement Structure. American Association of State Highway and Transportation.

Ardiansyah, R., & Sudibyo, T. (2020). Analisis Perencanaan Tebal Perkerasan Kaku Lajur Pengganti pada Proyek Pembangunan Jalan Tol Jakarta-Cikampek II Elevated. J-Sil (Jurnal Teknik Sipil dan Lingkungan), 5(1), 17-30.

Arthono, A., & Permana, V. A. (2022). Perencanaan Perkerasan Lentur Jalan Raya Menggunakan Metode Analisa Komponen SNI 1732-1989-F Ruas Jalan Raya Mulya Sari Kecamatan Pamanukan Sampai Kecamatan Binong Kabupaten Subang Propinsi Jawa Barat. Jurnal Komposit: Jurnal Ilmu-Ilmu Teknik Sipil, 6(1), 41–51. https://doi.org/10.32832/komposit.v6i1.6740

Awaludin, M. M., Lutfi, M., & Rulhendri, R. (2019). Studi Pengembangan Jalan Rigid Pavement, di Jalan Kumbang Kecamatan Bogor Tengah, Kota Bogor. Jurnal Komposit: Jurnal Ilmu-Ilmu Teknik Sipil, 3(2), 71–79. https://doi.org/10.32832/komposit.v3i2.3751

Baharudin, S. & Rulhendri, R. (2020). Perencanaan Geometrik jalan dan Tebal Perkerasan Lentur Pada Ruas Jalan Garendong – Janala. Astonjadro CEAESJ: 4(1), 29–35. https://doi.org/10.32832/astonjadro.v4i1.820

Budiawan, T., Lutfi, M., & Rulhendri, R. (2021). Studi Pengembangan Jalan Rigid Pavement, pada Ruas Jalan Arzimar, Kota Bogor. Jurnal Komposit: Jurnal Ilmu-Ilmu Teknik Sipil, 5(1), 39–45. https://doi.org/10.32832/komposit.v5i1.4754

Fitriana, R. (2014). Studi Komparasi Perencanaan Tebal Perkerasan Kaku Jalan Tol Menggunakan Metode Bina Marga 2002 dan AASHTO 1993 (Studi Kasus: Ruas Jalan Tol Solo–Kertosono) Doctoral dissertation, Universitas Muhammadiyah Surakarta).

Irawan, S. R., Subagio, B. S., Hariyadi, E. S., & Gerardo, F. (2017). Evaluasi Struktural Perkerasan Kaku Menggunakan Metoda AASHTO 1993 dan Metoda AUSTROADS 2011 Studi Kasus: Jalan Cakung-Cilincing. Jurnal Teknik Sipil, 24(2), 173-182. https://doi.org/10.5614/jts.2017.24.2.9

Kustiadi, D. (2017). Studi Perencanaan Perkerasan Kaku (Rigid Pavement) dengan Metode Bina Marga 2002 (Studi Kasus: Jl. Tegallega-Kota Bogor), Skripsi, Universitas Ibn Khaldun Bogor, Bogor. https://elibrary.uika-bogor.ac.id/index.php?p=show_detail&id=24485

MKJI (Manual Kapasitas Jalan Indonesia). Dapertemen Pekerjaan Umum, Direktorat Bina Marga, Direktorat Bina Jalan Kota, Jalan – No. 036/T/BM/1997, Februari, 1997

Muharam, R. (2019). Perencanaan Tebal Perkerasan Kaku pada Ruas Jalan Kapten Dasuki Bakri. Astonjadro, 8(2), 57–69. https://doi.org/10.32832/astonjadro.v8i2.2617

Nurdiansyah, N. & Rulhendri, R. (2016) Perencanaan Perkerasan dan peningkatan geometrik jalan, Astonjadro CEAESJ: 5(1), 1–10. https://doi.org/10.32832/astonjadro.v5i1.829

Pradana, F.M. (2016). Perencanaan Tebal Lapis Perkerasan Kaku Dengan Metode Bina Marga 2003 dan Metode AASHTO 1993 (Studi Kasus: Jalan Akses Tol Cilegon Barat). Simposium XIX FSTPT, Universitas Islam Indonesia, Yogyakarta.

Prayudyanto, M. N., Goeritno, A., Al Ikhsan, S. H., & Libasut, F. M. (2022). Designing a Model of the Early Warning System on the Road Curvature to Prevent the Traffic Accidents. International Journal of Safety and Security Engineering, 12(3), 291-298. https://doi.org/10.18280/ijsse.120303

SKBI: 2.3.28.1998. 1998. Petunjuk Perencanaan Tebal Perkerasan, Bina Marga Kementrian Pekerjaan Umum dan Perumahan Rakyat Kabupaten Bogor.

Tanda, P. R., & Ariostar, A. (2021). Perancangan Geometrik dan Perkerasan Ruas Jalan Cibugel-Garela. In Seminar Nasional Ketekniksipilan, Infrastruktur dan Industri Jasa Konstruksi (KIIJK) (Vol. 1, No. 1, pp. 119-126

Zohri, S., Sutrisno, W., & Priyanto, A. (2019). Analisis Tebal Perkerasan Kaku Pada Jalan Tol Pasuruan - Probolinggo Berdasarkan Metode Bina Marga (Manual Desain Perkerasan 2017) dan AASHTO (1993). Renovasi: Rekayasa dan Inovasi Teknik Sipil, 4(1), 33-41. https://jurnal.ustjogja.ac.id/index.php/renovasi/article/view/4441

Downloads

Published

2024-02-02

How to Cite

Darmayuda, T., Rulhendri, R., Alimuddin, A., Lutfi, M., & Sudrajat, E. (2024). Analisis Perencanaan Tebal Lapis Perkerasan Kaku (Rigid Pavement) (Studi Kasus: Jalan Tanjakan Dramaga, Kabupaten Bogor). Jurnal Komposit: Jurnal Ilmu-Ilmu Teknik Sipil, 8(1), 45–50. https://doi.org/10.32832/komposit.v8i1.8051

Issue

Vol. 8 No. 1 (2024)

Section

Articles

License

Copyright (c) 2023 Jurnal Komposit

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.

Authors who publish with this journal agree to the following terms (Penulis yang mengajukan publikasi artikel telah menyetujui hal berikut):

  1. Through this publication, the author agree to submit the copyright of article writing to Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil. This copyright submission takes the form of, but is not limited to: reproduction of the article and parts therein, including photographic reproductions; distribution of articles through printed and electronic documents; and translation of articles(Bahwa melalui publikasi ini, hak cipta penulisan artikel diserahkan kepada Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil. Penyerahan hak cipta ini berupa, namun tidak terbatas pada: perbanyakan artikel dan bagian di dalamnya, termasuk reproduksi fotografi; penyebarluasan artikel melalui dokumen cetak dan elektronik; serta penterjemahan artikel).
  2. The authors agree to the terms of the Copyright Notice, according to Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License., which will apply to this article if and when it is published by Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil. (Para penulis setuju dengan ketentuan Pemberitahuan Hak Cipta, sesuai dengan Lisensi Internasional Creative Commons Attribution-NonCommercial-ShareAlike 4.0., yang akan berlaku untuk artikel ini jika dan ketika diterbitkan oleh Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil).

Creative Commons License
This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.