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All Journal IPTEK Journal of Proceedings Series Journal of Engineering and Technological Sciences Prosiding Semnastek ALCHEMY Jurnal Penelitian Kimia BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Jurnal Riset Rekayasa Sipil Multidiciplinary Output Research for Actual and International Issue (Morfai Journal) Matriks Teknik Sipil Cerdika: Jurnal Ilmiah Indonesia International Journal of Engineering Continuity JPNM : Jurnal Pustaka Nusantara Multidisiplin International Journal of Renewable Energy Development Sustainable Civil Building Management and Engineering Journal Journal of Engineering and Technological Science
Ary Setyawan
Department Of Civil Engineering, Universitas Sebelas Maret, Surakarta, Indonesia
Religion Aerospace Engineering Agriculture, Biological Sciences & Forestry Arts Humanities Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Materials Science & Nanotechnology Mechanical Engineering Public Health Social Sciences Transportation Other

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Functional Condition Rating Segment Sragen Ring Road South, Central Java Province Rendy D. Pangesti; Ary Setyawan; Budi Yulianto
IPTEK Journal of Proceedings Series No 6 (2017): The 3rd International Conference on Civil Engineering Research (ICCER) 2017
Publisher : Institut Teknologi Sepuluh Nopember

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (565.107 KB) | DOI: 10.12962/j23546026.y2017i6.3258

Abstract

Assessment of pavement condition is functionally the most important aspect in determining road maintenance and repair activities, so that the financing can be monitored properly. There are two methods in handling the road assessment, ie visually and using tools. Visual assessment can use PASER and PCI. While IRI is a road assessment using Roadroid (Android Smartphone App) tool, where the tool will be used as national reference to get IRI value, because the cost is cheaper and effective. Therefore there needs to be a correlation between the three methods. Correlation in this research is divided into three, namely the correlation of PASER value with PCI, PASER with IRI, and PCI with IRI. The research location used as research object is South Ring Road Sragen. The result of the research was obtained, road assessment using PASER method with PCI resulted correlation value of pearson 0,51. Assessment of PASER with IRI has a correlation value of pearson -0,14. While the value of PCI with IRI yield correlation value pearson -0,23. The value of the correlation coefficient between PASER and PCI has the highest value, since it has a nearly equal assessment approach by measuring the damage visually. The correlation of PCI with IRI is higher than PASER with IRI, thus proving that PCI assessment is more recommended because it can accommodate all types of road damage.
PENGGUNAAN METODE INTERNATIONAL ROUGHNESS INDEX (IRI), SURFACE DISTRESS INDEX (SDI) DAN PAVEMENT CONDITION INDEX (PCI) UNTUK PENILAIAN KONDISI JALAN DI KABUPATEN WONOGIRI Umi Tho’atin; Ary Setyawan; Mamok Suprapto3
Prosiding Semnastek PROSIDING SEMNASTEK 2016
Publisher : Universitas Muhammadiyah Jakarta

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

Abstract

Ruas jalan Pokoh-Malangsari merupakan jalur strategis yang menghubungkan kawasan industri di antara tiga Kabupaten yaitu Wonogiri, Karanganyar, dan Sukoharjo serta beberapa daerah pedesaan di sekitarnya. Keberadaan ruas jalan Pokoh-Malangsari sangat membantu pergerakkan sektoral di wilayah utara KabupatenWonogiri.Penelitian ini bertujuan untuk mengevaluasi kondisi perkerasan jalan secara fungsional dan membandingkan nilai kondisi perkerasan jalan berdasarkan tiga metode, yaitu International Roughness Index (IRI), Surface Distress Index (SDI) dan Pavement Condition Index (PCI), yang digunakan sebagai dasar untuk mengetahui jenis penanganan pemeliharaan jalan.Penilaian kondisi perkerasan jalan secara visual diperoleh dengan melakukan survey lapangan menggunakan metode SDI dan PCI sedangkan, nilai IRI diperoleh dengan survey menggunakan mobil dan memanfaatkan aplikasi Roaddroid. Aplikasi Roaddroid adalah salah satu aplikasi pada ponsel pintar (smart phone) Android yang dikembangkan oleh perusahaan di Swedia yang berfungsi untuk mengukur ketidakrataan jalan (road roughness).Hasil penelitian ini adalah ada perbedaan kondisi jalan Manjung-Klerong pada ketiga metode yaitu pada metode IRI 71% kondisi baik, 29% kondisi sedang. Kondisi rusak ringan dan rusak berat tidak ditemukan. Pada metode SDI, 78.6 kondisi baik, 10.7% kondisi sedang, 7.1% rusak ringan, dan 3.6% rusak berat. Pada metode PCI, 93% kondisi baik, dan 7% kondisi sedang, tidak ditemukan rusak ringan dan rusak berat. Dengan adanya penelitian penilaian kondisi jalan yang menggunakan metode IRI, SDI, dan PCI dapat memberikan gambaran atau dekripsi tentang kondisi jalan di Kabupaten Wonogiri, yang dapat digunakan sebagai data base untuk perencanaan dan pelaksanaan rehabilitasi dan pemeliharaan jalan.Kata Kunci: Penilaian Kondisi Jalan, IRI, SDI, PCI, Pemeliharaan Jalan,
Stiffness and Creep Properties of HRS-BC Powered by Palm Shell Gasification in Dryer Unit Intan Devi Nataliasari; Sunu Herwi Pranolo; Florentina Pungky Pramesti; Ary Setyawan
Journal of Engineering and Technological Sciences Vol. 54 No. 6 (2022)
Publisher : Directorate for Research and Community Services, Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/j.eng.technol.sci.2022.54.6.5

Abstract

Roads are infrastructure that is very important in supporting people’s daily lives. With the high growth rate of traffic, the traffic load will cause damage to the road pavement in the form of deformation (rutting) and fatigue. The performance of an HRS-BC asphalt mixture was investigated to determine the asphalt’s resistance to damage. HRS-BC asphalt mixture specimens were produced by a palm shell AMP and by a diesel AMP. The performance of the HRS-BC asphalt mixture was tested in the laboratory with indirect tensile stiffness modulus (ITSM) and dynamic creep test. The results showed that the HRS-BC asphalt mixture sample produced by the palm shell AMP had better stiffness than the HRS-BC asphalt mixture produced by the diesel AMP. Both the samples of the HRS-BC asphalt mixture produced by the palm shell AMP and by the diesel AMP were not deformed when given a standard load of 100 kPa and 3,600 load repetitions.
ASSESSING THE CHEMICAL PROPERTIES OF DAMMAR ASPHALT USING FOURIER TRANSFORM INFRARED SPECTROSCOPY Ary Setyawan; M Fachri; A Sumarsono
ALCHEMY Jurnal Penelitian Kimia Vol 12, No 1 (2016): March
Publisher : UNIVERSITAS SEBELAS MARET (UNS)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20961/alchemy.12.1.950.95-102

Abstract

Dammar Asphalt (Daspal) is expected to be used as a bio-asphalt renewable binder for road construction. It is made with a modification of the "Jabung", which is the dammar gum based material mixed with grounded red brick debris and low quality cooking oil at a certain ratio. Dammar gum is obtained from the Dipterocarpaceae family of trees in India and East Asia, most are produced by tapping trees. The gum varies in color from clear to pale yellow. Dammar gum is a triterpenoid resin, containing a large number of triterpenes and their oxidation products. Many of them are low molecular weight compounds. The objective of this research is to analyze the chemical properties of Daspal uses a Resonance Fourier Transform Infrared Spectroscopy (FTIR) method to compare with conventional asphalt. The investigation using spectral data showed that all types of Daspal have similar functional groups of Saturate, Aromatic, Resins, and Asphalten as the 60/70 penetration conventional bitumen, so that based on its chemical properties Daspal can be considered as bioaspal.
Thermodynamic Study of Palm Kernel Shell Gasification for Aggregate Heating in an Asphalt Mixing Plant Firman Asto Putro; Sunu Herwi Pranolo; Joko Waluyo; Ary Setyawan
International Journal of Renewable Energy Development Vol 9, No 2 (2020): July 2020
Publisher : Center of Biomass & Renewable Energy, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/ijred.9.2.311-317

Abstract

This study evaluated thermodynamically the performance of conversion of palm kernel shells into combustible gas through gasification technology for aggregate heating in a hot-mixed asphalt production plant by developing a thermodynamic model using licensed Aspen Plus v.11 software. The effects of the equivalence ratio (ER) in the gasification process and the amount of combustion air to combustible gas to attain the required aggregate temperature were investigated. The thermodynamic model showed a good agreement with the experimental results based H2 and CO contain in producer gas which provided by maximum root mean square errors value of 8.82 and 6.42 respectively. Gasification of 30–35 kg of palm kernel shells in a fixed-bed gasifier reactor using air as a gasifying agent at an ER of 0.325–0.350 generated gaseous fuel for heating 1 ton of aggregate to a temperature of 180–200°C with combustion excess air 10%–20%. 
Structural Analysis and Service Life Prediction of Rubberized Thin Surfacing Hot Mix Asphalt Sebastianus Kristianto Nugroho; Ary Setyawan; Arif Budiarto
Journal of Engineering and Technological Sciences Vol. 55 No. 5 (2023)
Publisher : Directorate for Research and Community Services, Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/j.eng.technol.sci.2023.55.5.3

Abstract

Rubberized thin surfacing hot mix asphalt (RTSHMA) is a type of flexible pavement that is currently being developed. It can provide the same good performance as asphalt concrete–wearing course (AC-WC). Based on previous research, the use of crumb rubber in the asphalt mixture can provide several advantages, such as increasing the flexibility of the mix so that the pavement is more resistant to cracking. Based on research showing the advantages of rubberized asphalt, the idea emerged to apply it in the field, namely on the Palur–Sragen City Boundary section as wearing course. The method of analysis in this study was modeling the pavement structure with the KENPAVE and BISAR 3.0 programs. The analysis results showed that the AC-WC model and RTSHMA model have the same good performance because both of them have a service life of more than twenty years, which is the standard for flexible pavements. However, RTSHMA has an advantage, i.e., the thickness layer is 25% thinner than AC-WC’s. With a thinner layer than AC-WC but the same good performance, RTSHMA is worth considering as an alternative pavement, especially for overlays.
The Effect of CARTRACK Application on Heavy Equipment Productivity Monitoring at IKN 3A Toll Project Ramadhan Okta Valencia; Ary Setyawan; Fajar Sri Handayani
Sustainable Civil Building Management and Engineering Journal Vol. 2 No. 3 (2025): July
Publisher : Indonesian Journal Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47134/scbmej.v2i3.4720

Abstract

This study aims to analyze the effect of the CARTRACK application on the productivity and operational efficiency of heavy equipment in the IKN 3A Toll Road Project, Karangjoang–KKT Kariangau segment. CARTRACK is a GPS-based telematics system that records real-time data on equipment operation, including effective working hours, idle time, and work volume. A comparative quantitative method was used by evaluating data obtained from two monitoring methods: manual recording using Daily Time Sheets and digital tracking through CARTRACK. Six types of heavy equipment were observed: Excavator, Dump Truck, Truck Mixer, Truck Trailer, Vibratory Soil Compactor, and Crane. Data were processed using productivity and efficiency formulas and analyzed using linear regression. The results indicate that the use of CARTRACK significantly improves both productivity and efficiency. The Dump Truck showed an increase in productivity from 2.05 m³/hour to 2.98 m³/hour, while the Crane recorded the highest efficiency gain at 41%. Regression analysis demonstrated a strong positive relationship between effective working hours and productivity, with the highest coefficient of determination (R² = 0.5895) and correlation coefficient (R = 0.7678) for the Dump Truck. These findings confirm that CARTRACK enhances monitoring accuracy and contributes to more efficient and productive heavy equipment operations in large-scale infrastructure projects
Selection of Pavement Types on Village Roads in Bojonegoro Regency Heri Cahyono Putra; Budi Yulianto; Ary Setyawan
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 12 No 2 (2024): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (July 2024)
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v12i2.9479

Abstract

Bojonegoro Regency village road infrastructure development continues to be carried out through Special Financial Assistance. The choice of flexible pavement and rigid pavement types used in local construction has different characteristics, advantages and disadvantages. This comparison of pavement is relevant to the quality and cost of road maintenance. The research was conducted to analyze and assess the condition of village roads in Bojonegoro Regency by analyzing cost efficiency and analyzing the type of construction that suits village road needs, using the PCI (Pavement Condition Index) method to assess the condition of road sections and remaining service life. Samples were taken at 3 locations with results from Glagahwangi Village, Sugihwaras District, 77.33 (very good) with a repair cost of IDR 32,458,293 and remaining service life of 9.25 years, Sukowati Village, Kapas District 71.8 (very good) with repair costs IDR 34,501,280 and remaining service life of 7.44 years, and Pekuwon Village, Sumberejo District 78 (good) with repair costs of IDR 23,753,750 and remaining service life of 9.33 years. Pekuwon Village has the best efficiency of IDR 2,545,953,- per year compared to other village road pavement models.
The Impact of the Covid – 19 Pandemic on Runway Service Life : (Case Study: Soekarno Hatta International Airport) Garin Yacub; Ary Setyawan; Dewi Handayani; Jhon Hardy Purba
International Journal of Engineering Continuity Vol. 3 No. 2 (2024): ijec
Publisher : Sultan Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58291/ijec.v3i2.303

Abstract

Government policies that carry out large-scale social restrictions during the Covid-19 period have had an impact on reducing air traffic both for landings and takeoffs, which will have an impact on the life of runway services. Service life is the strength of road pavement in standing the repetition of permit loads before experiencing failure, by knowing that the service life can be directly used to determine the right time for runway maintenance. The purpose of this research is to determine the impact of the Covid-19 pandemic on the life of runway services. The method used in this research is the FAA method with the help of FAARFIELD software, this software calculates the service life based on the CDF value of each aircraft. The data used is secondary data in the form of aircraft type data, CBR ground, and existing pavement data. From the results of the research, it is known that the COVID-19 pandemic has a positive impact on the life of runway service by increasing the life of runway service by 4 years, where in the condition of covid-19 conditions it has a CDF value of 0.20 with a service life of 19 years and in normal conditions the CDF value is 0.22 with a service life of 15 years. The results of this research contribute to decision-making in carrying out maintenance and repairs on the runway of Soekarno Hatta International Airport so that the runway can operate sustainably in accordance with performance requirements throughout the life of the plan, to maintain flight safety and comfort.
BEYOND BUILDING CONDITION ASSESSMENT: THE INTEGRATED SCHOOL REVITALIZATION PRIORITIZATION ASSESSMENT INSTRUMENT (ISRPAI) Paramitha Mega Putri; Fajar Sri Handayani; Ary Setyawan
Multidiciplinary Output Research For Actual and International Issue (MORFAI) Vol. 6 No. 5 (2026): Multidiciplinary Output Research For Actual and International Issue
Publisher : RADJA PUBLIKA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5281/zenodo.21448336

Abstract

School revitalization programs are essential for ensuring the safety, functionality, and sustainability of educational infrastructure. However, existing school building assessment approaches primarily focus on physical building conditions and provide limited support for broader revitalization prioritization decisions. This study examines the current landscape of school infrastructure prioritization and school building assessment research and proposes an integrated assessment instrument for school revitalization prioritization. A literature review combined with bibliometric and thematic analyses was conducted using Scopus-indexed publications. Two datasets were analyzed: 108 articles related to school infrastructure prioritization and 46 articles related to school building assessment. Bibliometric mapping was performed using VOSviewer to identify dominant research themes, while thematic analysis was employed to synthesize assessment indicators and identify research gaps. The findings indicate that existing assessment approaches are predominantly oriented toward physical-condition indicators, including structural integrity, architectural deterioration, utility performance, and safety considerations. In contrast, educational demand, asset management, and regional context factors remain underrepresented despite their potential influence on revitalization priorities. Based on the identified gaps, this study proposes the Integrated School Revitalization Prioritization Assessment Instrument (ISRPAI), which comprises four dimensions: Building Condition, Educational Demand, Asset Management, and Regional Context. The instrument incorporates eleven indicators, including school capacity utilization, active classroom availability, land status, maintenance history, disaster vulnerability, accessibility, and socioeconomic conditions. The proposed ISRPAI extends conventional building condition assessment approaches by providing a more comprehensive basis for school revitalization prioritization and offers a conceptual foundation for future validation studies and decision-support systems in educational infrastructure planning.
Co-Authors A Sumarsono Adji Retno Kurniawati Alifsa Syahnanda Anton Aminanto Anugraha Hari Bhayangkara Arif Budiarto Budi Utomo Budi Yulianto Dewi Handayani Dewi Handayani Fajar Sri Handayani Fajar Srihandayani Firman Asto Putro Florentina Pungky Pramesti Florentina Pungky Pramesti Friska Herlina Pakpahan Gabriella Angelisa Claudia Garin Yacub Heri Cahyono Putra Intan Devi Nataliasari Joko Waluyo M Fachri Mamok Suprapto3 Muhammad Isya Nugraheni Widhiarti Paramitha Mega Putri Purba, Jhon Hardy Ramadhan Okta Valencia Rendy D. Pangesti Salu S. Pillai Sebastianus Kristianto Nugroho Setiono Setiono S setiono setiono St Marisa Haq Sunu Herwi Pranolo Sunu Herwi Pranolo Umi Tho’atin Veren Nurlin Nabilah Vicko Briliant Novyanta Putra Wahyu Sanjaya Pratama