Pengaruh Beban Kendaraan Terhadap Kerusakan Perkerasan Ruas Jalan Mr. Chr. Soplanit Kota Ambon

Authors

  • Rika Abisa Suneth Jurusan Teknik Sipil, Politeknik Negeri Ambon
  • Vera Th. C. Siahaya Jurusan Teknik Sipil, Polieknik Negeri Ambon
  • Sulastri Kakaly Jurusan Teknik Sipil, Polieknik Negeri Ambon

DOI:

https://doi.org/10.61722/jmia.v1i6.3287

Keywords:

damage, ESAL, vehicle load

Abstract

Mr. Chr. Soplanit Rumah Tiga Road Section has road damage that is quite disruptive to traffic activities due to the presence of a company that causes heavy vehicles to pass by. The activity of heavy vehicles such as trontons operated by PT. Trisamudra will pass four to five times every day at certain times ranging from 21.00 - 24.00. In addition to trontons, there are also goods trucks, pick-ups, and large trucks that pass 10-15 times to distribute Gas and other Goods. The survey conducted for 3 days of observation Monday, Wednesday and Saturday starting at 06.00 - 24.00 showed the highest volume on Saturday, namely 27,996 vehicles per day per 2 directions and the lowest volume on Wednesday, namely 24,334 vehicles. The average volume of vehicles is 26,388 vehicles per day per 2 directions. From the results of the values ​​obtained in the LHR calculation, it can be concluded that the Mr Chr Soplanit road section is included in high traffic with the number of LHRs greater than 10,000/day.

References

Aptarila, G., Lubis, F., & Saleh, A. (2020). Analisis Kerusakan Jalan Metode SDI

Taluk Kuantan - Batas Provinsi Sumatera Barat. Siklus: Jurnal Teknik Sipil,

(2), 195–203.

Bina Marga, Pd T-05-2005-B. Perencanaan tebal lapis tambah perkerasan lentur dengan metoda lendutan

Bina Marga, Manual Desain Perkerasan Jalan Nomor 04/SE/Db/2017

Da Cunha, V. C. P. (2022). Pengaruh Volume Kendaraan Terhadap Tingkat Kerusakan Jalan Pada Perkerasan Lentur. CRANE: Civil EngineeringResearch Journal, 3(1), 29–35. https://doi.org/10.34010/crane.v3i1.7137

Hamirhan, Saodang.(2004). Konstruksi jalan raya

Ichan Setiawan, dkk. 2019. Pengaruh beban lalu lintas terhadap kerusakan perkerasan akibat adanya pengalihan lalu lintas

Imam. (2021). Analisis Kapasitas Kendaraan Mengenai Tingkat Kerusakan Jalan

Pada Jalan Rigid Pavement Di Kota Medan. 1(November), 1–7.

M. mulki Arif.(2019). Analisis beban kendaraan terhadap kerusakan perkerasan lentur (Aspal) di Jalan Hr. Soebrantas Panam Kota Pekanbaru.1-86

Manual Kapasitas Jalan Indonesia. MKJI 1997

Modul RDE-8 Departemen pekerjaan umum badan pembinaan konstruksi dan sumber daya manusia 2005

NovaSukirman, S. 1999. Perkerasan lentur jalan raya. Nova

PU No.19/PRT/M/2011. Persyaratan teknis jalan dan kriteria perencanaan jalan.

Rahmani, purnamasari. (2018). Faktor penyebab kerusakan jalan lingkungan pemukiman di kota banjarmasin. Jurnal ilmiah teknik sipil. 186-196

Sutanto.2019.perencanaan tebal perkerasan kaku menggunakan metode NAASRA. e-juornals.unmul.ac.id

Safitra.et al. (2019). Analisa pengaruh beban berlebih terhadap umur rencana jalan. Jurnal sipil statik vol.7 no 3.1-10.

Sukirman, Silvia. 2010. Perencanaan tebal Struktur Perkerasan Lentur.

Taufikkurrahman.Kerusakan jalan bedasarkan metode bina (Studi Kasus Jalan Mangliawan – Tumpang Kabupaten Malang) Jurnal ilmu teknik sistem analisa, Vol. 17 No. 1 45

UU-RI, No.38.2004 Tentang Jalan

PU No.19/PRT/M/2011

Downloads

Published

2024-12-14

Issue

Section

Articles