Article Per Year (5 Year)
p-Index From 2021 - 2026
1.325
P-Index
This Author published in this journals
All Journal RACIC : Rab Construction Research 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

Published : 7 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 7 Documents
Search

 1 
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.
EVALUASI KINERJA SIMPANG BERSINYAL JALAN BANYU URIP - JALAN PASAR KEMBANG DAN PERENCANAAN KOORDINASI SIMPANG BERSINYAL Mohamad Andre Firmansyah Putra; Ibnu Sholichin; Nugroho Utomo
Racic : Rab Construction Research Vol. 9 No. 2 (2024): DESEMBER
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v9i2.4569

Abstract

The congestion that occurs at Pasar Kembang street - Diponegoro street and Banyu Urip street - Girilaya street has three intersections that are close together and around the intersection there are various land uses, causing high community activities. The purpose of this study was to determine the traffic performance and ideal time coordination at the signalized intersection of Banyu Urip street - Pasar Kembang street. Primary data required for this study are intersection geometric data, cycle time data, vehicle volume data and vehicle travel time data. Meanwhile, the secondary data in this study are population data and the number of motorized vehicles in Surabaya City. Analysis of signalized intersection performance calculations refers to the 2014 PKJI guidelines. Based on the results of the calculation of the traffic performance of the three intersections, it was found that the degree of saturation (DJ) in the 5-year plan life improvement condition at the first intersection Girilaya street, Banyu Urip street and Diponegoro street was 0.93 (average intersection delay = 81.716 sec/skr). Second Intersection Diponegoro street, Pasar Kembang street and Banyu Urip street amounted to 0.84 (average intersection delay = 43.257 sec/skr). Third Intersection Jalan Pasar Kembang and Jalan Pasar Kembang of 0.94 (average intersection delay = 67.887 sec/skr). The coordination between the three intersections follows the same cycle time determination of 188 seconds.
Studi Perencanaan Perkerasan Kaku Menggunakan Metode AASHTO 1993 Pada Ruas Jalan Lingkar Tuban (STA 13+180 -STA 19+980) Anggra Teguh Saputra; Ibnu Sholichin; Fithri Estikhamah
Racic : Rab Construction Research Vol. 10 No. 1 (2025): JUNI 2025
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v10i1.5269

Abstract

Jalan Lingkar Tuban is a national strategic route on the north coast of Java that serves as an alternative to overcome various obstacles. It is expected that this road can encourage the overall growth of the city, improve the convenience of vehicle accessibility, and encourage economic growth without causing congestion. To achieve this, good pavement is essential. Given the high traffic volume and overloading that will be travelled on the Tuban Ring Road, rigid pavement planning is highly recommended. The method used in this research is the AASHTO 1993 method, as it has been widely adopted by many countries abroad. The result of this research is 390 mm thick rigid pavement, 100 mm foundation layer (LMC), and 150 mm drainage layer.  The cost budget plan obtained results worth Rp 128,804,000,000 (One Hundred TwentyEight Billion Eight Hundred Four Million Rupiah).
Analisis Tingkat dan Upaya Pemeliharaan Kerusakan Jalan Soenandar Priyo Sudarmo, Kabupaten Sidoarjo Anggi Dwi Anggraeny; Ibnu Sholichin; Aulia Dewi Fatikasari
Racic : Rab Construction Research Vol. 11 No. 1 (2026): JUNI
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v11i1.6473

Abstract

Soenandar Priyo Sudarmo Road has a relatively high traffic intensity, especially heavy vehicles that support industrial activities in the Prambon area. This causes the road to often experience significant pressure and leading to various types of damage. Road damage needs to be taken seriously, as it directly impacts road service levels. Based on this This research aims to evaluate the extent of damage and the corresponding maintenance strategies for Soenandar Priyo Sudarmo Road. Primary data used includes road damage data and riding quality data, while secondary data includes geometric road data. This study employs the Indrasurya and Dirgolaksono (1990) method to analyze the severity of road damage and identify suitable maintenance strategies. The analysis results indicate that most road segments fall into the moderately critical damage category, with a Road Damage Value ranging from 40 to 90. The Riding Quality (RQ) assessment showed that most road sections were in the RQ3 (fair) category, meaning that standard speeds could still be achieved despite vibrations and more than two rough spots. Based on the obtained road damage values, most road segments are recommended for moderate maintenance, such as manual patching, sealing, and skin patching. Meanwhile, segments with minor damage are recommended for light maintenance, such as pothole repair, crack sealing, and leveling.
EVALUASI KINERJA SIMPANG BERSINYAL PADA PERSIMPANGAN JALAN RADEN PANJI SUROSO-JALAN SUNANDAR PRIYO SUDARMO-JALAN LAKSDA ADI SUCIPTO KOTA MALANG Achmad Rodiyan Alaik; Ibnu Sholichin; Aulia Dewi Fatikasari
Racic : Rab Construction Research Vol. 11 No. 1 (2026): JUNI
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v11i1.7093

Abstract

Urban area growth has led to increased traffic volume, necessitating an evaluation of signalized intersection performance to maintain smooth transportation. This study aims to analyze the performance of the signalized intersection at Jalan Raden Panji Suroso–Jalan Sunandar Priyo Sudarmo–Jalan Laksda Adi Sucipto in Malang City, evaluate existing conditions, project traffic conditions for a 5-year planning horizon, and assess the effectiveness of intersection improvements. The method involved field surveys during morning and evening peak hours, processing traffic volume data in passenger car units (PCU), and analyzing capacity, degree of saturation, queue length, and delay according to the Indonesian Road Capacity Guidelines (PKJI 2023). The results show that the existing condition is at Level of Service (LOS) E with a degree of saturation (DS) of 0.87 and an average delay of 0.87 s/PCU. The 5-year projection without improvements remains at LOS E with DS 0.97. After implementing improvements, including road widening, additional traffic signs, heavy vehicle restrictions, and signal cycle optimization, the intersection performance improved to LOS C with DS 0.83–0.78 and average delay 0.73 s/PCU, indicating a more stable flow and reduced waiting time. This study provides a foundation for planning and upgrading intersections to enhance traffic performance
Co-Authors Achmad Alfiansyah Achmad Rodiyan Alaik Aditya Eka Putra Angelina Mita Lorenza Sitorus Anggi Dwi Anggraeny Anggra Teguh Saputra Aulia Dewi Fatikasari Fithri Estikhamah Mohamad Andre Firmansyah Putra Muhammad Nur Utomo, Nugroho