Analysis of Effect Overloading on the Remaining Life Pavement Plan on the Bungah Highway - Ngawen Highway Section
DOI:
https://doi.org/10.24036/cived.v11i3.626Keywords:
Vehicle Load, Daily Traffic (LHR), Remaining Life of Road PlanAbstract
Bungah -Ngawen highway section is one of the accesses to the industrial area in Gresik City. This affects the vehicles that cross this road, which are dominated by heavy vehicles that distribute goods and services. These conditions can cause faster damage to the pavement which can hinder smooth transportation. This research aims to analyze the impact of vehicle loads on the remaining life of the plan on the Jalan Raya Bungah-Jalan Raya Ngawen section (STA 0+000-STA 5+500). The reason for this research is the amount of damage to the pavement. Based on a direct survey, this road has a road width of 6 m with a length of road damage of 2,15 km from the road section under review. The data used are primary data in the form of average daily traffic and secondary data, namely LHR data and vehicle load data. The calculation method used is the AASHTO 1993 Method. From the primary and secondary data obtained, traffic growth, percentage of overload, ESAL value, W18 value, and the remaining value of the road plan life can be calculated. From the calculation results, the standard ∑W18 value during the plan life is 338422516.86 to 4796885453.64, while for the overload ∑W18 value is 531674277.94 to 6849455940.63. The main trigger for pavement damage on the Jalan Raya Bungah-Jalan Raya Ngawen section is class VIb vehicles because they have the largest overload of 27,90%. The remaining life value of standard load conditions in 2024 of 57,46% decreased under overloading conditions to 33,29%, with a difference of -24,17% and the road service life will end in March 2026 or a reduction from the planned life of 10 years.
Downloads
References
A. D. Fatikasari, “Analisa tingkat kerusakan jalan menggunakan metode pci untuk mengevaluasi kondisi jalan di raya cangkring, kecamatan krembung, kabupaten sidoarjo,” Aulia Dewi Fatikasari, vol. 6, no. 2, pp. 1–6, 2021, doi: https://doi.org/10.30651/ag.v6i2.10361.
A. T. Prastiawan and I. Sholichin, “Analisa Kerusakan Jalan Menggunakan Metode Pci (Pavement Condition Index) pada Jalan Nasional 24 Gempol – Ngoro (Sta 2 + 000 – Sta 10 + 890),” KERN J. Ilm. Tek. Sipil, vol. 6, no. 2, pp. 91–100, 2020, doi: 10.33005/kern.v6i2.37.
P. A. Safitra, T. K. Sendow, and S. V Pandey, “Analisa Pengaruh Beban Berlebih Terhadap Umur Rencana Jalan ( Studi Kasus : Ruas Jalan Manado - Bitung ),” J. Sipil Statik, vol. 7, no. 3, pp. 319–328, 2019.
N. M. Putra, S. P. Silitonga, and Robby, “Analisis Sisa Umur Rencana Jalan Berdasarkan Pertumbuhan Lalu Lintas Di Kota Palangka Raya,” J. Kacapuri, vol. 4, no. 2, pp. 155–164, 2021, doi: https://doi.org/10.52868/jt.v4i2.2729.
K. D. Beti, P. R. W. Wowa, W. Sutrisno, and D. Sulistyorini, “Analisis dampak beban berlebih (overload) kendaraan terhadap umur rencana perkerasan jalan mengunakan metode Aashto (Studi kasus: Jalan Yogyakarta-Prambanan),” Semin. Nas. Has. Penelit. dan Abdimas, vol. 1, no. 1, pp. 852–862, 2022.
A. D. Fatikasari, N. D. Puspitasari, and P. C. Wardhani, “Analisis Tebal Konstruksi Perkerasan Jalan Untuk Menangani Kerusakan Jalan Dengan Metode AASHTO (Studi Kasus: Jalan Raya Cangkring, Kabupaten Sidoarjo),” Pros. Fintek I, pp. 28–37, 2021.
F. P. Purwahono and I. Solichin, “Analisa Pengaruh Beban Kendaraan Terhadap Sisa Umur Rencana Jalan Dengan Metode Bina Marga 2017 Pada Ruas Jalan Brigjend Katamso - Jalan Raya Berbek - Jalan Raya Wadung Asri (STA 0+000 – STA 5+000),” Innov. J. Soc. Sci. Res., vol. 3, pp. 9919–9933, 2023, doi: https://doi.org/10.31004/innovative.v3i3.3048.
A. G. A. Sumartha, T. K. Sendow, and M. R. E. Manoppo, “Analisis Dampak Beban Kendaraan Terhadap Umur Rencana Perkerasan Jalan (Studi Kasus: Ruas Jalan Manado - Tomohon),” J. Tekno, vol. 21, no. 86, 2023, doi: https://doi.org/10.35793/jts.v21i86.51949.
R. Anggista, V. T. Haris, and Winayati, “Analisis Beban Kendaraan Terhadap Derajat Kerusakan Dan Umur Sisa Perkerasan ( Studi Kasus: Jalan Lintas Sumatera Kecamatan Payung Sekaki ),” J. Tek., vol. 1, no. 2, pp. 66–72, 2017.
AASHTO, “AASHTO Guide for Design of Pavement Structures,” American Association of State Highway and Transportation Officials. 1993.
S. Sukirman, Perencanaan Tebal Perkerasan Lentur Jalan Raya. 2010.
Hazifa, A. Nurdin, and D. Kumalasari, “Analisa Dampak Beban Kendaraan terhadap Kerusakan serta Umur Rencana Jalan (Studi Kasus Perkerasan Lentur Jl. Kamarullah Kota Padang Panjang),” J. Tek., vol. 16, no. 2, pp. 137–143, 2022, doi: https://doi.org/10.31849/teknik.v16i2.9594.
W. Morisca, “Evaluasi Beban Kendaraan Terhadap Derajat Kerusakan Dan Umur Sisa Jalan (Studi Kasus : Ppt. Simpang Nibung Dan Ppt. Merapi Sumatera Selatan),” J. Tek. Sipil dan Lingkung., vol. 2, no. 4, pp. 692–699, 2014.
A. Refi, A. Roza, A. P. JF, K. N. Salsabila, and A. M. Rusli, “Analisa Pengaruh Beban Kendaraan Terhadap Kerusakan dan Umur Rencana Jalan ( Studi kasus perkerasan lentur jalan ByPass Padang KM 18 ),” J. Ilm. Rekayasa Sipil, vol. 18, no. 1, pp. 27–40, 2021, doi: https://doi.org/10.30630/jirs.v18i1.521.
I. Novela, R. Robby, and S. Salonten, “Pengaruh Kelebihan Muatan Kendaraan (Overload) Terhadap Konstruksi Perkerasan Jalan Raya Pada Ruas Jalan Mahir-Mahar Kota Palangka Raya,” J. Serambi Eng., vol. 7, no. 4, 2022, doi: 10.32672/jse.v7i4.4846.
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2024 Muhammad Khoirun Amrullah Amrullah, Ibnu Solichin, Aulia Dewi Fatikasari
This work is licensed under a Creative Commons Attribution 4.0 International License.
2.jpg)
