Vehicle Overloading Analysis Of Flexible Pavement And Rigid Pavement Construction Performance On Frontage Road Waru- Buduran

Wahyuningrum, Aisyah Rachmawati (2022) Vehicle Overloading Analysis Of Flexible Pavement And Rigid Pavement Construction Performance On Frontage Road Waru- Buduran. Diploma thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Kabupaten Sidoarjo merupakan kawasan yang cukup padat penduduk dan merupakan lalu lintas utama untuk sektor industri. Bahkan, kepadatan jalan setiap tahun terus bertambah. Penyebabnya adalah laju pertumbuhan kendaraan yang sangat pesat. Penyebab kedua, truk masih bebas melintas di jalan-jalan utama. Misalnya, di Jalan Raya Waru hingga Jalan Raya Buduran. Kendaraan berat menjadi salah satu pemicu kepadatan. Selain permasalahan kemacetan yang ada, terdapat pengaruh masalah lain yaitu kendaraan yang melebihi kapasitas sering melintas di daerah tersebut. Masalah tersebut berdampak pada struktur perkerasan jalan terutama pada kinerja strukturnya. Tujuan penelitian ini adalah untuk mengetahui bagaimana dampak overload kendaraan pada struktur perkerasan kaku dan lentur serta untuk mendefinisikan bagaimana tindakan preventif agar masalah tersebut dapat diminimalisir. Analisa overload kendaraan dilakukan pada perkerasan kaku dan perkerasan lentur dengan menggunakan metode Bina Marga. Data yang diperlukan untuk analisa tersebut adalah volume lalu lintas harian, berat muatan kendaraan, dan kondisi eksisting konstruksi jalan. Hasil penelitian menunjukkan bahwa terdapat adanya penurunan umur rencana jalan pada ruas jalan Frontage Road Waru-Buduran akibat dampak overload kendaraan yaitu pada perkerasan kaku didapatkan umur rencana jalan berkurang sebesar 47,59% dengan umur rencana 40 tahun dan terjadi penurunan umur rencana sebesar 19,035 tahun. Sedangkan pada perkerasan lentur didapatkan umur rencana jalan berkurang sebesar 29,61% dengan umur rencana 20 tahun dan terjadi penurunan umur rencana sebesar 5,922 tahun.
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Sidoarjo Regency is a densely populated area and is the main traffic for the industrial sector. In fact, the density of roads every year is constantly growing. The cause is the very rapid growth rate of vehicles. The second cause, trucks are still free to pass on main roads. For example, on Waru Highway to Buduran Highway. Heavy vehicles are one of the triggers for overcrowding. In addition to the existing congestion problems, there is another problem, namely vehicles that exceed capacity often pass through the area. The problem has an impact on the structure of the road pavement especially on the performance of the structure. The purpose of this study is to find out how the impact of vehicle overload on the structure of rigid and flexible pavements and to define how preventive measures so that the problem can be minimized. Vehicle overload analysis was carried out on rigid pavements and flexible pavements using the Bina Marga method. The data needed for the analysis are daily traffic volume, vehicle load weight, and existing road construction conditions. The results showed that there was a decrease in the life of the road plan on the Frontage Road Waru-Buduran section due to the impact of vehicle overload, namely on rigid pavements, the road plan life was reduced by 30.08% with a plan life of 40 years and there was a decrease in the life of the plan by 13 years. Meanwhile, in flexible pavements, the life of the road plan was reduced by 8.13% with a plan life of 20 years and there was a decrease in the life of the plan by 2 years.

Item Type:	Thesis (Diploma)
Additional Information:	RSIS 625.76 Wah a-1 2022
Uncontrolled Keywords:	Overload, Perkerasan Kaku, Perkerasan Lentur. Overload, Rigid Pavement, Flexible Pavement.
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Faculty of Vocational > 22301-Civil Infrastructure Engineering (D4)
Depositing User:	Mr. Marsudiyana -
Date Deposited:	10 Jul 2026 07:07
Last Modified:	13 Jul 2026 01:12
URI:	http://repository.its.ac.id/id/eprint/134644

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