Article Per Year (5 Year)
p-Index From 2021 - 2026
2.81
P-Index
This Author published in this journals
All Journal Jurnal Penelitian Teknik Sipil Konsolidasi
Nurdin, Abdul Rahim
Unknown Affiliation
Civil Engineering, Building, Construction & Architecture Engineering Materials Science & Nanotechnology

Published : 18 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 18 Documents
Search

 1   2 
Pemanfaatan Limbah Ampas Kopi Sebagai Subtitusi Filler Pada Sifat Campuran Aspal HRS-WC Dengan Variasi Perendaman Djalil, Sri Anggriany; Nurdin, Abdul Rahim; Yunus, Ahmad Yauri
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 3 No. 3 (2025): Jurnal Penelitian Teknik Sipil Konsolidasi, September 2025
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v3i3.3306

Abstract

Hot Rolled Sheet or Thin Layer Asphalt Concrete is a graded gap mixture that uses fine coarse aggregate, fillers, and asphalt in a certain ratio which is compacted hotly. HRS has high durability. Filler functions as a filler for voids between aggregates, the fillers that are often used are cement and fly ash. In this study, the filler used was coffee grounds waste.The purpose of this study was to analyze the effect of adding coffee grounds waste to the properties of the HRS-WC mixture with immersion variation. This study used coffee grounds waste with the addition of 20%, 40%, 60%, 80% and 100%. Samples were made of 61 briquettes consisting of 21 characteristic briquettes and 40 variation briquettes. Some samples were not immersion and some were immersion for 3, 7 and 14 days. Sampling refers to the 2018 Bina Marga Specifications. Sample testing uses a Marshall Test. The test results show that the effect of adding 20% coffee grounds waste with 3-day immersion, the Stability, Flow, Density, Marshall Quotient, VIM, VMA, and VFB values are all within the 2018 Bina Marga Specifications.
Pengaruh Penambahan Serbuk Batu Bata Sebagai Pengganti Sebagian Filler Pada Laston (AC-BC) Terhadap Karakteristik Marshall Dengan Variasi Perendaman Damayanti, Alilah Saskia; Nurdin, Abdul Rahim; Setiawan, Arman
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 3 No. 3 (2025): Jurnal Penelitian Teknik Sipil Konsolidasi, September 2025
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v3i3.3313

Abstract

This research aims to determine the effect of adding brick powder filler on the properties of asphalt concrete mixture with soaking variations. This study used brick powder with variations of 0%, 10%, 15%, and 20%. The test pieces were made as many as 36 samples, for each variation as many as 3 samples. The test piece is soaked with repeated variations of soaking for 3, 7 as well as 10 days. The method used is the conventional marshall method to obtain mixed properties. The results of this test showed that each variation decreased with the addition of brick powder. in the variation of brick powder 20% the flow value has increased to exceed the specification limit of 4.14% from what has been determined by Bina Marga 2018, which is 2-4% (mm). As for the 0%, 10% and 15% variations have met the 2018 Bina Marga specifications
Analisis Pemilihan Moda Transportasi antara Kereta Api dan Bus Rute Makassar - Parepare Ditinjau dari Efektifitas dan Efisiensi Merlyn, Ambarita Rusmiar; Nurdin, Abdul Rahim; Yunianti, Nurhadijah
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 3 No. 3 (2025): Jurnal Penelitian Teknik Sipil Konsolidasi, September 2025
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v3i3.3319

Abstract

Transportation development by the government is increasingly intensive to be carried out in accordance with public interest, which many choose to travel using public transportation. People then demand to use the most efficient mode of transportation to support travel in today's modern era, through several considerations including economic, social and environmental aspects. Until now, people, especially the city of Makassar, still choose to travel between regions and cities using train and bus transportation. This research will be conducted on the Train and Bus route Makassar- Parepare bus services that will be discussed in this study are buses that start traveling from Makassar Regional Terminal Daya with the aim of Parepare. This research aims to analyze the selection of transportation modes between trains and buses on the Makassar-Parepare route in terms of effectiveness and efficiency. The method used in this research is quantitative method in the form of questionnaire survey and descriptive statistical analysis in collecting data results. The results obtained show that public interest in the two means of transportation is concluded that train transportation is more desirable in terms of effectiveness and efficiency.
Karakteristik Campuran Aspal HRS-WC Dengan Menggunakan Agregat Batu Gunung Kandora Dengan Variasi Agregat Halus Di Kabupaten Tana Toraja Mangontan, Michael; Sariman, Syahrul; Nurdin, Abdul Rahim
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 1 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i1.5063

Abstract

Hot Rolled Sheet (HRS) is one type of hot asphalt mixture consisting of a mixture of fine aggregate, coarse aggregate, filler, and asphalt. The results of the kandora mountain stone aggregate wear test are 26.78%, the combined specific gravity is 2.59. The design of the HRS-WC mixture uses graphical and analytical methods to obtain the aggregate composition of the HRS-WC asphalt mixture that meets the specifications, so that the optimum plan asphalt content (Pb) is 6.5%. 7%, 7.5%, 8%, 8.5% with KAO value of 7%. The number of test specimens was 30 samples using asphalt penetration 60-70. The results of conventional marshall testing research with Pb 7.5% are density 2.30, VIM 3.29%, VMA 17.53%, FVB 81.22%, stability 880.96 kg, flow 2.93, and marshall Quotient 302.60. Testing fine aggregate variation with KAO using 20% sand mixture obtained density 2.27, VIM 4.85%, VMA 18.41%, FVB 73.66%, stability 653.88kg, flow 3. 37, and marshall quotient 195.69, 50% sand mixture obtained density results 2.27, VIM 4.85%, VMA 18.41%, FVB 73.66%, stability 653.88kg, flow 3.37, and marshall quotient 195.69 The remaining marshall strength index test was obtained at 91.01%.  Based on the results of aggregate characteristics testing and Marshall testing, the Kandora Kandora Mountain stone meets the 2018 Bina Marga specifications for HRS-WCHot Rolled Sheet (HRS) mixtures are one type of hot asphalt mixture consisting of a mixture of fine aggregate, coarse aggregate, filler, and asphalt.
Pengaruh Penggunaan Abu Cangkang Telur Sebagai Pengganti Sebagian Filler Terhadap Sifat Campuran Aspal Beton (AC-WC) Dengan Perendaman Berulang Parenrengi, Hurul Ainun; Nurdin, Abdul Rahim; Mallawangeng, Tamrin
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 1 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i1.5067

Abstract

Asphalt Concrete – Wearing Course is a layer designed to withstand traffic loads and protect the underlying layers from damage caused by environmental factors such as water and temperature. This research aims to analyze the effect of partial replacement of eggshell ash filler on the properties of AC-WC mixtures with soaking variations. This study used 0%, 20%, 40%, 60%, 80%, and 100% eggshell ash. The sample preparation consisted of no soaking, 3 days of soaking, and  9 days of soaking (the sample is soaked for 24 hours then removed and allowed to stand at room temperature for 24 hours; this is repeated 3 times and 9 times). The tested things were stability, flow, VMA, VFB, VIM, content weight, and 200-pass ratio. The sample testing used the Marshall tool. The test results showed that the best variation was 60% eggshell: 40% cement with 3 days of soaking.
Analisis Ketebalan Dan Kepadatan Aspal Terhadap Hasil Core Drill Pada Pekerjaan Lapis Permukaan AC-WC (Asphalt Concrete – Wearing Course) Suhardi, Nurul Insani; Nurdin, Abdul Rahim; Mallawangeng, Tamrin
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 1 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i1.5104

Abstract

The design of asphalt mixtures in Indonesia generally employs the conventional Marshall method, with a compaction of 2x75 blows for heavy traffic and an air void limit of 3%-5%. To assess field compaction, a Core Drill Test is performed using a heavy Tandem Roller, with 18 passes conducted in this study. The research aims to compare the density of the AC-WC surface layer used in the laboratory and in the field, as well as to analyze the thickness and density test results of the AC-WC surface layer according to specifications. The test results showed a slight difference between field density (2.25 g/cc) and laboratory density (2.27 g/cc), with a difference of 0.02 g/cc, which is considered nearly equivalent. However, this density variation should be noted as it can affect the load-bearing capacity and durability of the pavement layer. From STA 2+800 to 3+000, all samples' thickness and density met the specifications. Although this difference does not align with the asphalt mixture design (JMF), it falls within the tolerances specified in the 2018 Revision 2 Bina Marga standards, indicating that the differences in thickness and density are still acceptable.
Pemanfaatan Batu Sungai Maiting Toraja Utara Pada Campuran Laston AC-BC Dengan Variasi Temperatur Pemadatan Sarira, Orion Yeheskel Samaa; Sariman, Syahrul; Nurdin, Abdul Rahim
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 1 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i1.5116

Abstract

Damage to highways in Indonesia is often caused by the inadequate quality of asphalt compaction, which does not conform to the optimum temperature during on-site construction. Asphalt compaction is highly dependent on temperature to ensure the mix achieves maximum density, which strengthens the durability and service life of the road. This study explores the use of Maiting River stones from North Toraja Regency as materials in asphalt concrete binder course (AC-BC) mixtures, aiming to determine the characteristics and feasibility of the material.The research methods include material sampling, aggregate characteristic testing, mix design planning, specimen preparation, conventional Marshall testing, determining the optimum asphalt content (OAC), compaction temperature variations, and Marshall Immersion testing.The results show that the aggregate characteristics of Maiting River stones from North Toraja Regency indicate that the AC-BC mixture with 60/70 penetration asphalt comprises 58.75% coarse aggregate, 36.99% fine aggregate, and 4.27% filler, resulting in a design asphalt content of 5%. In this study, the optimum asphalt content used was 5.50%, with compaction temperature variations of 150°C, 180°C, and 200°C. The test results show that the optimum compaction temperature for the asphalt mixture (AC-BC) is 150°C, achieving Stability of 1575.89%, Flow of 3.15%, FMA of 15.08%, VIM of 3.12%, VFB of 79.29%, and MQ of 499.94%. These values meet the standards specified in the 2018 Bina Marga specifications.
Analisis Kebutuhan Bahan Perkerasan Lentur Pada Proyek Rekonstruksi Jalan Batas Barru - Takkalalla Kabupaten Soppeng Rahmadani, Jihan Putri; Nurdin, Abdul Rahim; Mallawangeng, Tamrin
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 1 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i1.5134

Abstract

Pavement is an important element in road construction consisting of a layer of aggregate and binder, which serves to support traffic loads and protect the soil layer from climate change and great pressure. Based on the type of binder, pavements are divided into flexible, rigid and composite pavements. This research provides an overview of the planning and quality testing of flexible pavement, and aims to analyze the volume requirements and thickness of flexible pavement in road projects using secondary data from PT Mareraya Multipratama Jaya and Bina Marga 2018 (Revision 2) specifications. The main focus is on flexible pavement that uses asphalt as the main binder, with a 6 cm thick LASTON AC-BC layer and 4 cm thick LASTON AC-WC. The method used is observation through secondary data collection, including analysis of pavement thickness as well as the volume of the mixture of aggregates, asphalt, and fillers. The analysis showed that the total volume of AC-BC and AC-WC mixes were 3302.35 tons and 2104.09 tons, respectively, with bitumen volume of 183.28 tons for AC-BC and 127.93 tons for AC-WC. There was a significant difference in core drill thickness between the self-inspection and inspectorate inspection, the inspectorate inspection showed lower density. Factors such as traffic load, asphalt aging, and environmental conditions may influence the difference in results.
Co-Authors Ali, Muhammad Chaeder Amalia, Reski Arman Setiawan Asril, Muhammad Damayanti, Alilah Saskia Djalil, Sri Anggriany Faizal Faizal, Faizal Mallawangeng , Tamrin Mangontan, Michael Merlyn, Ambarita Rusmiar Nasrah, Nasrah Natasia, Icha Palinoan, Leonardus Arnol Parenrengi, Hurul Ainun Rahmadani, Jihan Putri Rahmatullah Rahmatullah Salsabila, Nurul Fadhilah Sariman, Syahrul Sarira, Orion Yeheskel Samaa Suhardi, Nurul Insani Sulle, Alfrianto Barangan Yunianti, Nur Hadijah Yunus, Ahmad Yauri