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All Journal KERN : Jurnal Ilmiah Teknik Sipil Jurnal Konstruksi Sustainable Civil Building Management and Engineering Journal
Ibnu Sholichin
Universitas Pembangunan Nasional Veteran Jawa Timur
Civil Engineering, Building, Construction & Architecture Engineering

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Perbandingan Karakteristik Aspal Pertamina dengan Aspal Shell Sebagai Campuran Aspal Beton Aditya Eka Putra; Ibnu Sholichin
KERN Vol 7 No 2 (2021): Jurnal KERN : Oktober 2021
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Pembangunan Nasional "Veteran" Jawa Timur

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (588.35 KB) | DOI: 10.33005/kern.v7i2.53

Abstract

Perkerasan jalan di Indonesia sering terjadi kerusakan pada usia perkerasan yang relatif cukup rendah. Upaya mengatasi kerusakan jalan perlu dilakukan penyesuaian material-material yang digunakan dalam pembangunan perkerasan jalan, salah satunya adalah aspal. Dalam penelitian ini dibahas mengenai perbandingan penggunaan aspal Pertamina penetrasi 60/70 dan aspal Shell penetrasi 60/70 dalam campuran aspal beton. Variasi kadar aspal yang digunakan dalam penelitian ini adalah 4%, 4,5%, 5%, 5,5%. Dari hasil pengujian sifat fisik aspal Pertamina Penetrasi 60/70 diperoleh nilai penetrasi aspal sebesar 66,6 mm, titik lembek pada 51,5℃, titik nyala pada 290℃, daktilitas sebesar 136,67 cm dan kadar aspal optimum pada kadar 5,5%. Nilai stabilitas yang diperoleh sebesar 4969,60 kg, nilai flow sebasar 6,15 mm, nilai Marshall Quotient sebesar 818,55 kg/mm. Hasil pengujian fisik aspal Shell penetrasi 60/70 diperoleh nilai penetrasi, titik lembek, titik nyala dan daktilitas sebesar 69,4 mm, 56℃, 318℃ dan 128 cm. Kadar aspal optimum aspal Shell penetrasi 60/70 diperoleh pada kadar 5,5% dengan nilai stabilitas sebesar 5214,29 kg, nilai flow sebesar 4,34 mm, nilai Marshall Quetient sebesar 1203.21 kg/mm. Dari hasil pengujian dapat disimpulkan bahwa aspal Shell penetrasi 60/70 relatif lebih baik ditinjau dari besar hasil nilai penetrasi, titik lembek, nilai stabilitas, flow, dan Marshall Quotient yang lebih tinggi dibandingkan aspal Pertamina penetrasi 60/70.
The Effect of Anti-Stripping Agent Addition on the Performance of Asphalt Concrete-Wearing Course (AC-WC) Mixture with Madura Local Aggregate Muhammad Nur; Ibnu Sholichin; Achmad Alfiansyah
Sustainable Civil Building Management and Engineering Journal Vol. 2 No. 4 (2025): October
Publisher : Indonesian Journal Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47134/scbmej.v2i4.5134

Abstract

This study investigates the use of the Morlife 300 anti-stripping agent to improve the performance of Asphalt Concrete–Wearing Course (AC-WC) mixtures incorporating local aggregates from Madura Island, Indonesia. The objective of this research is to determine the Marshall characteristics of the mixture and to identify both the optimum asphalt content and the optimum anti-stripping dosage based on the 2018 Bina Marga Specifications (Revision 2). Laboratory testing was conducted using asphalt contents of 5%, 6%, and 7%, resulting in an optimum asphalt content of 5.2%, while additive variations of 0%, 0.1%, 0.3%, and 0.5% were used for performance evaluation. The results show that the incorporation of Morlife 300 enhances mixture performance, as indicated by decreasing Air Voids and Voids in Mineral Aggregate and increasing Voids Filled with Asphalt, along with improved stability and Marshall Quotient values. Compared to the mixture without additive, the use of  0.3% Morlife 300 increases stability by 30.57% and the Marshall Quotient by 29.38%, marking this dosage as the optimum level among all variations tested. Overall, the use of the Morlife 300 anti-stripping agent is proven to improve the volumetric and mechanical performance of AC-WC mixtures.
Dampak Beban Kendaraan Terhadap Umur Rencana Jalan dengan Metode Bina Marga 2017 Angelina Mita Lorenza Sitorus; Ibnu Sholichin; Fithri Estikhamah
Jurnal Konstruksi Vol 24 No 1 (2026): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.24-1.2660

Abstract

The quality of road infrastructure is highly dependent on appropriate pavement design. This study analyzes the impact of vehicle loads on the pavement design life of the Driyorejo–Legundi road section. Based on the 2017 Bina Marga method, traffic data were collected over three days to estimate the road service life. It is projected that by 2025, the Average Daily Traffic will reach 23,213 vehicles per day. The calculation results indicate that due to excessive vehicle loads, the remaining service life of the road decreases by 3.89%, from 10 years to approximately 7.008 years. These findings confirm that overloading significantly reduces pavement service life, highlighting the need for serious attention during the planning and maintenance phases of road infrastructure. The study is expected to serve as a strong basis for sustainable-oriented road planning and to provide meaningful support for policies on controlling vehicle overloading in Indonesia.
Co-Authors Achmad Alfiansyah Aditya Eka Putra Angelina Mita Lorenza Sitorus Fithri Estikhamah Muhammad Nur