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http://repository.ipb.ac.id/handle/123456789/112332| Title: | Evaluasi Kerusakan Lapis Perkerasan Jalan dengan Metode Pavement Condition Index (PCI) |
| Other Titles: | Evaluation of Road Pavement Damage using Pavement Condition Index (PCI) Method |
| Authors: | Fauzan, Muhammad Dhiaulhaq, Rifqi Fauzi |
| Issue Date: | 2022 |
| Publisher: | IPB University |
| Abstract: | Penurunan kualitas akan berdampak dengan kenyamanan dan keamanan
pengguna jalan. Oleh karena itu, perlu adanya perbaikan. Penelitian ini bertujuan
untuk mendapatkan nilai PCI serta memberikan solusi perbaikan untuk setiap jenis
kerusakan. Metode ini dipilih karena dapat menilai kondisi perkerasan menurut
jenis dan tingkat kerusakan dan berguna untuk pekerjaan pemeliharaan. Penelitian
dilakukan pada Jalan Alternatif IPB sepanjang 500 m dengan lebar 4 m yang dibagi
menjadi 10 section. Terdapat 6 jenis kerusakan disepanjang 500 m jalan yang
diteliti, seperti kerusakan lubang, ambles, retak memanjang, tambalan, bahu turun,
dan retak tepi. Nilai akhir PCI pada Jalan Alternatif IPB sepanjang 500 m sebesar
69,4 sehingga masuk dalam kategori sedang. Solusi perbaikan untuk setiap
kerusakan tidaklah sama. Penambalan permukaan dan penambalan seluruh
kedalaman dapat digunakan untuk perbaikan semua jenis kerusakan, kecuali bahu
turun. Bahu turun harus diperbaiki dengan perataan kembali serta bahu diurug.
Micro surfacing digunakan untuk perbaikan ambles tingkat kerusakan medium.
Penutup retak cocok diterapkan pada kerusakan retak memanjang dan retak tepi. The decrease in quality will have an impact on the comfort and safety of road users. Therefore, there is a need for improvement. This study aims to obtain the PCI value and provide repair solutions for each type of damage. This method was chosen because it can assess the condition of the pavement according to the type and level of damage and is useful for maintenance work. The research was conducted on IPB Alternative Road along 500 m with a width of 4 m which was divided into 10 sections. There were 6 types of damage along the 500 m road studied, such as pothole damage, subsidence, longitudinal cracks, fillings, shoulder dislocation, and edge cracks. The final PCI value on the IPB Alternative Road along 500 m is 69,4 so it is in the medium category. The repair solution for every malfunction is not the same. Surface fillings and full depth fillings can be used to repair all types of damage, except shoulder dips. Shoulder drop should be corrected by realigning and backfilling the shoulder. Micro surfacing is used for medium level subsidence repair. Crack cover is suitable for longitudinal crack damage and edge cracking |
| URI: | http://repository.ipb.ac.id/handle/123456789/112332 |
| Appears in Collections: | UT - Civil and Environmental Engineering |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| F44180005_ Rifqi Fauzi.pdf Restricted Access | Fullteks | 3.81 MB | Adobe PDF | View/Open |
| COVER.pdf Restricted Access | Cover | 441.01 kB | Adobe PDF | View/Open |
| LAMPIRAN.pdf Restricted Access | Lampiran | 3.52 MB | Adobe PDF | View/Open |
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