Claim Missing Document
Check
Articles

Found 2 Documents
Search

Analisis Kualitas Aspal Pertamina Dan Aspal PG 70 Berdasarkan Uji Penetrasi Menggunakan SNI 2456-2011 Wibisono, R Endro; Yuantika, Risma
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 7 No. 2: September 2024
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

A road must meet the criteria of being safe and comfortable for its users. One type of road pavement that is commonly used in Indonesia is flexible road pavement, where the main material of flexible pavement is asphalt. In this study, Pertamina asphalt and PG 70 asphalt were used, where the aim of this research was to determine the quality of these two asphalts. The method used in this research is laboratory testing in accordance with the SNI 2456 - 2011 penetration test guidelines. After testing, the penetration value for asphalt penetration was 61, while PG 70 asphalt was 48, which means that Pertamina asphalt is more flexible than PG 70 asphalt. The stability of the second This asphalt is not much different, but the stability of PG 70 asphalt is higher, which indicates that this asphalt is suitable for use in traffic with medium or heavy vehicle intensity. In Indonesia, the use of Pertamina asphalt is more dominant than PG 70 asphalt because Pertamina asphalt is asphalt oil produced by PT. Pertamina. Meanwhile, PG 70 asphalt is still rarely used because this modified asphalt has problems with the mixture. The two asphalt test objects have slight differences in appearance and texture. Petamin asphalt has a dark black, shiny appearance and a more flexible texture. Meanwhile, PG 70 asphalt is dark black in color but is no more shiny than Pertamina asphalt, apart from that, PG 70 asphalt has a harder texture.
Karakteristik Dasar Limbah Plastik HDPE dan Agregat Alam sebagai Material Ramah Lingkungan Untuk Campuran Perkerasan Lapis Antara Asphalt Concrete - Binder Course(AC-BC) Yuantika, Risma; Widayanti, Ari
Jurnal Media Publikasi Terapan Transportasi Vol. 3 No. 2 (Agustus) (2025)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/mitrans.v3n2.p203-211

Abstract

Penggunaan limbah plastik sebagai bahan tambahan dalam campuran aspal merupakan salah satu inovasi yang berpotensi mendukung prinsip pembangunan berkelanjutan sekaligus mengurangi volume limbah. Penelitian ini mengevaluasi karakteristik dari limbah plastik jenis High Density Polyethylene (HDPE) serta agregat alam yang digunakan dalam konstruksi perkerasan jalan tipe Asphalt Concrete – Binder Course (AC-BC). Proses pengujian dilakukan mengacu pada pedoman dari Spesifikasi Umum Bina Marga tahun 2018. Berdasarkan hasil pengujian, HDPE memiliki berat jenis sebesar 0,960 gr/cm³ dengan tingkat penyerapan air 0,00%, yang menunjukkan bahwa material ini tidak menyerap air. Sementara itu, agregat alam dari fraksi ukuran 15–20 mm, 10–15 mm, 5–10 mm, dan 0–5 mm seluruhnya memenuhi ketentuan berat jenis minimum 2,5% untuk kering, SSD, dan bulk. Nilai penyerapan air masing-masing fraksi berturut-turut adalah 2,3%, 2,76%, 2,85%, dan 0,5%, seluruhnya berada di bawah batas maksimum 3% yang disyaratkan. Berdasarkan hasil tersebut, baik HDPE maupun agregat alam pada tiap ukuran layak digunakan dalam campuran AC-BC.