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All Journal Indonesian Journal of Multidisciplinary Science Jurnal Ekonomi, Teknologi dan Bisnis Jurnal Civil Engineering Study Journal of Research and Inovation in Civil Engineering as Applied Science Jurnal Ragam Pengabdian Journal of Green Science and Technology
Sugiyanto, Martinus Agus
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Humanities Astronomy Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Mathematics Mechanical Engineering Public Health Social Sciences Transportation Other

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Analisis Manajemen Konstruksi Jembatan Cisumengka Jalan Bebas Hambatan Cileunyi Sumedang Dawuan (Cisumdawu) Tahap III Sugiyanto, Martinus Agus
Jurnal Civil Engineering Study Vol. 2 No. 02 (2022): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1659.536 KB) | DOI: 10.34001/ces.02022022.5

Abstract

Construction management is the study and practice of managerial and technological aspects of the construction industry. Construction management can also be interpreted as one of the business capitals carried out by construction consultants in providing advice and assistance in a development project. The Construction Management Association of America “CMAA” states that there are seven main categories of responsibilities for a construction manager. These include project management planning, price management, time management, quality management, contract administration, safety management and professional practice. While the project is a combination of resources such as people, materials, equipment, and costs that are collected in a temporary organization place to achieve a goal and goal. So from the explanation above it can be concluded that project management is the application of knowledge, expertise and skills, the best technical way and with limited resources, to achieve the goals and objectives that have been determined in order to get optimal results in cost performance, quality. , and time, as well as work safety
Analisis Kinerja Operasional Dan Pelayanan Bus AKAP (Studi Kasus PO. Haryanto Kelas Executive Trayek Jepara – Jakarta) Syahputra, M Reza; Hariani, Mira Lestira; Sugiyanto, Martinus Agus; Farhan, Ohan; Novriani, Shinta
Jurnal Civil Engineering Study Vol. 3 No. 02 (2023): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v3i02.726

Abstract

PO. Haryanto is an Otobus company from Kudus, Central Java, which is engaged in Inter-City Inter-Provincial (AKAP) bus transportation services, one of which operates from Jepara to Jakarta with the type of service Executive Class. This study aims to determine the performance and tariffs based on vehicle operating costs. In this study, data was collected through observation, interviews and questionnaires directed to service users. The method for analyzing operational performance, calculating tariffs and operating costs for vehicles refers to the method of the Ministry of Transportation SK.687/AJ.206/DRJD/2002, and analysis of service performance using the method of Importance Performance Analysis (IPA). Results of operational performance in terms of load factor obtained by 70,79%, the value of travel speed is 53,70 km/hour, the frequency of service is obtained 4 vehicles/hour, the service time is obtained 2 hours (morning and evening), the travel time is 1,14 minutes/km, the number of fleets operating 100%, and circulation time of 34,05 hours. The actual fare for the PO. Haryanto bus for the Jepara – Jakarta route is IDR 240.000. The results of the tariff analysis based on the BOK with the furthest distance traveled obtained a BOK value of IDR 4.803.356,79 with a tariff value of IDR 251.604,40. PO. Haryanto bus service performance results with the method IPA shows some performance indicatorsa that should be maintained and some that should be improved.
Road Damage Analysis Using PCI Method: Case Study of Babakan – Pabuaran Road Section Kab. Cirebon Lestari, Rossy Indah; Sugiyanto, Martinus Agus
Journal of Research and Inovation in Civil Engineering as Applied Science (RIGID) Vol 4 No 1 (2025)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v4i1.1736

Abstract

Problematic road infrastructure or pavement due to heavy and repeated traffic volume will cause a decrease in road quality. One of the road damage problems occurred on the Babakan - Pabuaran road section, Cirebon Regency. In this case, the condition survey is carried out visually and then analyzed using the Pavement Condition Index (PCI) method. From the results of data on the condition of the Babakan - Pabuaran road of Cirebon Regency along 3 km and 5 m wide with bending pavement, it can be seen that the more dominant type of damage is the 83.37 m² Basin, 57.27 m² Grain Release, 31.15 m² Hole, 27.08 m² Slippery Aggregate, 21.33 m² Crocodile Skin Crack and 14.92 m² Amblas. The Pavement Condition Index (PCI) value of bending pavement on the Babakan – Pabuaran road section of Cirebon Regency is 41.53 of these figures in the condition of the road section in the Fair category. Based on PCI values, it shows that the percentage of handling road conditions obtained is good, no handling is needed by 14%, rehabilitation by 14%, maintenance by 26% and reconstruction by 46%.
Analysis of Road Damage in Majalengka Regency, West Java Sunowo, Muhamad Reyhan; Maulana, Ickbal; Bestari, Reyhan Yogas; Sugiyanto, Martinus Agus; Novriani, Shinta
Indonesian Journal of Multidisciplinary Science Vol. 4 No. 7 (2025): Indonesian Journal of Multidisciplinary Science
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/ijoms.v4i7.1123

Abstract

Road damage on the Maja-Sukahaji route, exacerbated by overloaded vehicles, compromises safety and pavement longevity. This study evaluates flexible pavement conditions using the Pavement Condition Index (PCI) and recommends cost-effective treatments. Visual surveys and PCI assessments were conducted across 10 segments (100 m each), analyzing damage types, severity, density, and deduct values. Treatments were prioritized using Bina Marga guidelines, and costs were calculated via the Majalengka AHSP. Segments 6 and 7 were in poor condition (PCI 51–54), while segment 10 failed (PCI 1). Recommended interventions included patching (P5), paving (P2), and leveling (P6), with a total budget of Rp. 142,381,914.12. The study offers a replicable framework for localized road maintenance, combining PCI analysis with budgetary precision, and underscores the need for proactive repairs to prevent further deterioration. Future research should explore predictive maintenance models and alternative materials (Fadillah et al., 2024; Mutoharoh et al., 2022).
Influence Factor Analysis of Consumer Decision in Using Special Tariff Policy on Regional Rail in Indonesia (Case Study : Sawunggalih Regional Train) Baldat, Agil Gian; Septiani, Isse Liana; Andriansyah, Yuda; Sugiyanto, Martinus Agus; Hariani, Mira Lestira
Jurnal Ekonomi Teknologi dan Bisnis (JETBIS) Vol. 3 No. 12 (2024): JETBIS : Journal of Economics, Technology and Business
Publisher : Al-Makki Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.57185/jetbis.v3i12.162

Abstract

Indonesian railway transportation service companies are constantly striving to improve service and facility optimization while increasing train passenger numbers. The purpose of this study is to examine the impact of special fare tickets on train user decisions in order to boost passenger traffic and strengthen railways' role in the regional economy. This study examines price, time (length), and certainty opportunities as influences on the decision to acquire special fare tickets for public transportation trains. The study took a quantitative approach, with the questionnaire asking about Ability to Pay (ATP) and Willingness to Pay (WTP). Furthermore, the data was examined using multiple linear regressions to identify the impact of variables on consumer behavior. Overall, 54% of respondents can buy rail tickets at official pricing, including regular and special fares. 44% of respondents always purchase special price train tickets for long journeys and always take trains. Therefore, the resulting regression model is as follows: Y=3.115 - 0.49X1 + 0.042X2. The price variable shows a negative influence (-0.49), indicating that the greater the ticket price, the less likely someone will purchase a special fare train ticket. In contrast, the time variable has a positive effect, with a value of + 0.043, indicating that the longer the time given, the more likely someone will opt to buy.
A Literature Study: Behavioral Observation of the Combination of Rigid and Flexible Pavements: - Rizky, Ajeng Meiliana; Sihombing, Atmy Verani Rouly; Sugiyanto, Martinus Agus
Journal of Green Science and Technology Vol 9 No 1 (2025): Journal of Green Science and Technology Vol. 9 No. 1 March 2025
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v9i1.9927

Abstract

The use of longitudinally laid composite pavement is currently massively used in Indonesia as part of the 272 national road standard program. This study systematically reviews and discusses the essential characteristics of semi-rigid flexible pavement widely implemented in Indonesia by comparing the bonding conditions between concrete overlays on flexible pavement; asphalt overlays on rigid pavement; longitudinal joints between flexible-flexible pavements, rigid-rigid pavements, rigid (roadway) pavements, and flexible (shoulder) pavements; and finds the potential similarity in characteristics for longitudinal joints between rigid (shoulder) pavements and flexible (roadway) pavements. The results reveal that the stiffness of the material significantly affects the remaining service life. Furthermore, high temperatures and water immersion cause stiffness of asphalt specimens loss, potentially leading to rutting and raveling. This indicates that damages due to water and temperature significantly affect the roadway, which is a structure formed with homogeneity.  Keyword: semi-rigid flexural pavement, interface conditions, stiffness modulus, residual life prediction.  
Evaluasi Penambahan Superplasticizer Sikament-LN Terhadap Kuat Lentur Beton  Untuk Perkerasan Kaku Setiyadi, Wahyu; Sugiyanto, Martinus Agus
Jurnal Ragam Pengabdian Vol. 3 No. 2 (2026): Mei-Agustus, Sustainable Development Goals (SDGs): Multidisciplinary Perspectiv
Publisher : Lembaga Teewan Journal Solutions

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.62710/v4pjqt54

Abstract

Beton perkerasan kaku memerlukan kuat lentur yang memadai untuk menahan beban lalu lintas berulang. Penggunaan superplasticizer merupakan salah satu upaya meningkatkan kinerja beton melalui pengurangan kebutuhan air tanpa menurunkan kemudahan pengerjaan (workability). Penelitian ini bertujuan menganalisis pengaruh superplasticizer Sikament LN terhadap kebutuhan air, faktor air semen (FAS), berat volume, dan kuat lentur beton. Metode yang digunakan adalah eksperimen laboratorium dengan variasi Sikament LN sebesar 0%; 0,75%; 1,00%; dan 1,25% dari berat semen. Hasil penelitian menunjukkan bahwa penggunaan Sikament LN mampu menurunkan kebutuhan air hingga 17,54% sehingga FAS berkurang dari 0,416 menjadi 0,343, yang diikuti peningkatan berat volume. Nilai kuat lentur beton umur 28 hari meningkat dari 5,688 MPa pada beton normal menjadi 7,516 MPa pada variasi 1,25%, atau meningkat sebesar 32,14%. Dengan demikian, Sikament LN efektif meningkatkan kinerja beton perkerasan kaku melalui pengurangan kebutuhan air dan peningkatan kuat lentur tanpa mengurangi workability beton.
Co-Authors Andriansyah, Yuda Baldat, Agil Gian Bestari, Reyhan Yogas Lestari, Rossy Indah Maulana, Ickbal Mira Lestira Hariani Novriani, Shinta Ohan Farhan Rizky, Ajeng Meiliana Septiani, Isse Liana Sihombing, Atmy Verani Rouly Sunowo, Muhamad Reyhan Syahputra, M Reza Wahyu Setiyadi