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Media Ilmiah Teknik Sipil
Published by Universitas Muhammadiyah Palangkaraya
ISSN : 02161346     EISSN : 24073857     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
The publication of Media Ilmiah Teknik Sipil certainly participates in disseminating the results of research and review of science and technology development conducted by lecturers and researchers especially from UM Palangkaraya and other universities. This edition contains 8 articles consisting of civil engineering topics.
Arjuna Subject : -
Articles 204 Documents
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Evaluasi Teknis Geometrik Jalan pada Ruas Jalan Menuju Bandara Syamsudin Noor: Geometric Road Evaluation on Syamsudin Noor Airport Road Ruhaidani, Emma; Faradila, Amelia; Hardiani, Dyah Pradhitya
Media Ilmiah Teknik Sipil Vol. 14 No. 1 (2026): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

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Abstract

Syamsudin Noor Airport is located in Landasan Ulin District, Banjarbaru City, South Kalimantan Province. The geometric condition of the road on the new road to Syamsudin Noor Airport has a horizontal arrangement of several bends that are not comfortable for road users. The corners reviewed there are 2 corners at STA 3+140 and STA 3+580. The purpose of this study is to evaluate the existing conditions using the 1997 Bina Marga standard and Re-design using the 2021 Bina Marga standard. The research method used in this study is an analysis method of existing conditions using the 1997 Bina Marga standard and Re-design using the 2021 Bina Marga standard. As for the data on field speed, road width, shoulder width, road traffic and visibility are obtained through direct measurements and observations. Based on the results of research conducted in the field, the existing geometric conditions of the road were obtained, in the existing conditions the speed from the observation results was used 64 Km / Hour. The condition at turn 1 has a value of Rc > Rmin so that it meets the requirements of the 1997 Bina Marga standard, while at turn 2 it does not meet because Rc < Rmin. The superelevation at turns 1 and 2 did not meet the 1997 Bina Marga standard of en = 2%.
Audit Keselamatan Jalan Sebagai Penanganan Kawasan Rawan Kecelakan Pada Ruas Trikora KM 2 - 4 Kota Banjarbaru Kalimantan Selatan: Road Safety Audit As A Measure For Handling Accident-Prone Areas On The Trikora Road Section KM 2–4, Banjarbaru City, South Kalimantan Hardiani, Dyah Pradhitya; Ansyari, Rizkan Maulidi; Ruhaidani, Emma
Media Ilmiah Teknik Sipil Vol. 14 No. 1 (2026): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

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Abstract

The Trikora Road section at Km 2–Km 4 in Banjarbaru City is one of the locations with a high rate of traffic accidents, making a road functional feasibility assessment necessary to evaluate road conditions and identify factors contributing to non-compliance with technical standards. This study aims to assess road functional feasibility based on the Regulation of the Minister of Public Works Number 11/PRT/M/2010 concerning Procedures and Requirements for Road Functional Feasibility. The research method was conducted through a field survey by comparing existing road conditions with technical standards for each road component and subcomponent, which were then classified into functional feasibility categories. The results indicate that 42.86% of the Trikora Road section falls into the Conditional Functional Feasibility (***) category, indicating that some technical requirements have been fulfilled and the road is still able to provide safety for road users. In addition, 42.86% of the section is categorized as Downgraded Functional Feasibility (**), indicating that several road components do not meet technical standards and require improvement. Meanwhile, the functional feasibility assessment of road facilities directly related to road users shows a Not Functionally Feasible (T) category of 14.29%, indicating the need for immediate corrective actions. The recommended improvements focus on enhancing road facilities and improving traffic management to reduce accident risk and increase road user safety and comfort.
Dampak Lalu Lintas Pembangunan Rumah Sakit Nur Hidayah Bantul Terhadap Ruas Jalan Yogyakarta – Barongan Dengan Metode PKJI 2023: Traffic Impact Of The Construction Of Nur Hidayah Hospital In Bantul On The Yogyakarta – Barongan Road Section Using The 2023 PKJI Method Novadli, Azri
Media Ilmiah Teknik Sipil Vol. 14 No. 1 (2026): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

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Abstract

The construction of Nur Hidayah Bantul Hospital is located on Jalan Yogyakarta–Barongan, Bembem, Trimulyo, Jetis District, Bantul Regency, Special Region of Yogyakarta, which is expected to have a significant impact on the surrounding road network. Nur Hidayah Bantul Hospital has a land area of ​​2131 m2 with a building area of ​​5110 m2 and is planned to have 5 floors. The construction process will involve intensive construction activities, such as the mobilization of heavy equipment, transportation of materials, and the entry and exit of workers. This will cause construction traffic generation that will affect the smooth flow of vehicles on the road network, especially the Yogyakarta–Barongan Road section. The government has emphasized that every planned development of activity centers, settlements and infrastructure that will cause disruption to security, safety, order, and smooth traffic and road transportation must be subject to a traffic impact analysis as regulated in the Minister of Transportation Regulation No. 17 of 2021. The purpose of this study is to analyze the existing traffic performance on the Yogyakarta-Barongan Road Section, as well as to analyze changes in traffic performance on the Yogyakarta-Barongan Road Section due to the construction of the Nur Hidayah Bantul Hospital using the 2023 PKJI method. The results of the study showed a decrease in road performance during the construction of the Nur Hidayah Bantul Hospital compared to existing conditions, with a DJ value of 0.48 during the existing period and 0.52 during construction.
Optimalisasi Pengelolaan Data PSU Dan Kawasan Kumuh Melalui Sistem Basis Data Terintegrasi di Provinsi Kalimantan Tengah: Optimization Of PSU And Slum Area Data Management Through An Integrated Database System In Central Kalimantan Province Agus Vriono; T. Brenda Chandrawati
Media Ilmiah Teknik Sipil Vol. 14 No. 2 (2026): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

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Abstract

The provision of Infrastructure, Facilities, and Public Utilities (PSU) is a fundamental component in the development of housing and habitable residential areas. However, the implementation of PSU development programs in Central Kalimantan Province faces challenges in transparency, limited access to accurate information, and partial data management systems that hinder comprehensive monitoring and evaluation processes. This research aims to describe the design, development, and implementationprocess of the Geo PSU System application as an integrated database capable of inventorying and analyzing PSU and slum area data comprehensively. The research method uses a qualitative approach with a case study on the Geo PSU System developed using the System Development Life Cycle (SDLC) model. The research results show that the Geo PSU System application successfully integrates tabular databases with interactive spatial visualization, equipped with role-based access control security features, and provides a user-friendly modern dashboard. Statistical data shows a high level of accessibility with 2,328 total visits, reflecting transparency of information to the public. It can be concluded that the implementation of the Geo PSU System is effective in accelerating data provision, improving analysis accuracy, and realizing transparent, accountable, efficient, and sustainable residential area management in Central Kalimantan Province.
Justifikasi Ilmiah Dalam Pembangunan Kawasan Permukiman Sebagai Refleksi Filsafat Ilmu Atas Model, Rasionalitas, Dan Realitas Sosial Pada Pembangunan Kawasan Kahayan Riverside: Scientific Justification In Residential Area Development As A Philosophy Of Science Reflection On Models, Rationality, And Social Reality In The Development Of The Kahayan Riverside Area Adhi Muhtadi; Hendri Tuah; Enny Mamenda Veronica; Suprayitno; Sonianto; Rury Rianson Digut
Media Ilmiah Teknik Sipil Vol. 14 No. 2 (2026): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

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Abstract

The development of residential areas represents a form of applied scientific practice that extends beyond technical implementation to include claims of rationality and scientific justification. In practice, development decisions are commonly grounded in the use of models, standards, and regulations that are treated as objective representations of reality and legitimate bases for intervention. However, such applications of scientific knowledge often encounter complex and dynamic social realities, raising questions about the limits of scientific objectivity and rationality. This article aims to reflect on the role of scientific justification in residential area development from the perspective of philosophy of science. The study employs a qualitative approach using conceptual and reflective analysis of philosophical literature, development standards and policies, and the case study of the Kahayan Riverside area. The findings indicate that scientific models and standards function not only as technical analytical tools but also as mechanisms of epistemic legitimacy that justify development practices. Contemporary philosophy of science reveals that models are perspectival, rationality is contextual, and social reality is integral to scientific practice. Therefore, residential area development should be understood as a socially embedded practice that requires critical reflection on its scientific justifications.
Evaluasi Numerik Kekuatan Dan Kemampuan Layan Jembatan Girder Komposit Baja Menggunakan Welded Beam SM490: Numerical Evaluation Of Strength And Serviceability Of Steel Composite Girder Bridges Using Welded Beam SM490 Prabowo Suharto; Syahril Taufik
Media Ilmiah Teknik Sipil Vol. 14 No. 2 (2026): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

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Abstract

Composite Girder Bridge is a bridge construction consisting of profile steel material with reinforced concrete. The intact steel section profile used in the composite girder bridge is not produced by the manufacturer in Indonesia, so it uses a built-up section profile from high-strength plate grade SM490. Numerical Evaluation of the strength and serviceability of the bridge uses a nonlinear analysis method based on FEA software. Finite Element Analysis using ANSYS R2025 identifies the main structural components of steel in the form of SHELL181 and the concrete structure as SOLID65. Shell Model is used to represent the steel girder because the analysis results are close to the experimental test results of 91.20%. The results of ANSYS verification with node loading in the middle of the span using WB1350x12x20x20 obtained a performance of 74.44% against   fu = 490 MPa, and reinforced concrete 44.207% against f'c = 30 MPa. Examination of the composite girder diaphragm system for serviceability with a distance between girders of 1.6 m obtained a performance of 2.960% below the standard load of 500 kN. After reinforcement with the addition of a cover plate and modification of the diaphragm, the steel deflection capacity was reduced to 58.39% while the concrete increased to 50.967%.
Analisis Kinerja Ruas Jalan Kepanjen–Kendalpayak Kabupaten Malang Berdasarkan PKJI 2023 Dengan Pendekatan Segmentasi: Road Performance Analysis Of Kepanjen–Kendalpayak Malang Regency Based On Based PKJI 2023 Using A Segmentation Approach Ari Widya Permana; Mukhammad Mukhlis
Media Ilmiah Teknik Sipil Vol. 14 No. 2 (2026): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

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Abstract

The Kepanjen–Kendalpayak road segment is a strategic collector road in Malang Regency, connecting residential areas with local and regional economic centers. Growing traffic flow without a comprehensive capacity evaluation poses a risk of significant service degradation. This study examines the operational performance of this road segment through capacity analysis, degree of saturation (DS), and level of service (LoS) using the Indonesian Highway Capacity Manual (PKJI 2023) for inter-urban roads. Field traffic surveys were conducted over two days across eleven segments spanning ±11.78 km, covering traffic volumes, road geometric data, and roadside friction classes. Results indicate that the peak hour occurs between 16:30–17:30 with a flow of 2208.8 pcu/hour, dominated by motorcycles. Segment capacities range from 2958.00 to 3340.80 pcu/hour, primarily influenced by lane width variation. The degree of saturation varies from 0.66 to 0.75, with three segments (STA 5+000, 8+000, and 9+000) exhibiting LoS D conditions. These findings demonstrate the necessity of a segment-based analytical approach for identifying critical performance points, providing a basis for targeted road management interventions.
Analisis Perancangan Tebal Perkerasan Lentur Pada Ruas Jalan Luar Lingkar Selatan Kabupaten Kotawaringin Timur: Design Analysis Of Flexible Pavement Thickness On The South Outer Ring Road Section Of East Kotawaringin Regency Yosevina; Prihanika
Media Ilmiah Teknik Sipil Vol. 14 No. 2 (2026): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

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Abstract

Roads, as one of the means of land transportation, are used by road users as connecting routes from one place to another and also play a very important role in boosting economic activities in a location. Therefore, it is very necessary to increase the capacity of road sections in order to meet transportation needs, enabling access to smaller areas and improving the quality of life of the community. During surveys conducted at certain points, these roads were found to be in very concerning conditions. The road damage includes potholes, which can disturb the safety and comfort of the road users. In the planning, this road pavement will be handled for a length of 2 km. In this study, the author conducted calculations using the Component Analysis Method to determine the thickness of flexible pavement. The results of the research and data analysis using the Component Analysis Method revealed a flexible pavement thickness consisting of a 13 cm surface layer, 20 cm Class A LPA, and 15 cm Class B LPA.
Monitoring Vertikalitas dan Perubahan Elevasi Gedung di Kota Kupang Menggunakan Metode Leveling Presisi sebagai Upaya Mitigasi Risiko Gempa Bumi: Monitoring Building Verticality And Elevation Changes In Kupang City Using Precision Leveling Methods As An Earthquake Risk Mitigation Strategy Yacob Victor Hayer; Fabianus J. S. Nope; Marie Mistika Juniarti Alma Bembot; Ambrosius Raha Lelang Wayan
Media Ilmiah Teknik Sipil Vol. 14 No. 2 (2026): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

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This study aims to analyze the results of levelling observations conducted on eleven buildings with various functions, including educational facilities, social and cultural buildings, health facilities, and commercial structures. The observations were carried out to assess levelling values against elevation standards and the vertical condition of the buildings as indicators of structural stability. Based on the analysis, the measurement compliance rate ranged from 73.27% to 100%, with an average of 91.22% and a standard deviation of 9.77%, indicating that the measurement quality is generally good. Most educational buildings recorded levelling values above 90%, while several other buildings showed deviations at specific observation points. The evaluation of physical conditions shows that 63.64% of the buildings are in an upright condition, whereas 36.36% exhibit slight tilting. Although the detected tilt levels are still considered safe, these conditions require periodic monitoring to ensure that no progressive structural settlement occurs. Overall, the study indicates that the structural stability of the buildings within the observation area is relatively good; however, buildings with lower levelling values and slight tilting are recommended for follow-up observations. This research highlights the importance of regular elevation monitoring as part of a Structural Health Monitoring (SHM) system to ensure the safety and service life of buildings.
Proyeksi Hidrograf Banjir Berdasarkan Data Curah Hujan Dan Tutupan Lahan DAS Dayeuhkolot: Flood Hydrograph Projection Based On Rainfall And Land Cover Data In The Dayeuhkolot Watershed Ronny Eka Putra; Faizal Immaddudin Wira Rohmat; Dhermi Harlan; Rangga Fernando; Verryn Aisha Uzhelia; Sicilia Afriyani; Wiliya
Media Ilmiah Teknik Sipil Vol. 14 No. 2 (2026): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

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Abstract

Flooding is a frequent hydrometeorological disaster in the Dayeuhkolot Watershed, a sub-watershed of the Citarum River Basin, caused by high rainfall intensity and land cover changes. This study aims to project flood hydrographs in the Dayeuhkolot Watershed based on satellite rainfall data and land cover changes up to the year 2100. Rainfall data were obtained from GSMaP for the period 2018–2022 and calibrated using the quantile mapping method to match observed rainfall characteristics, while river discharge data were collected from the AWLR monitoring station operated by PJT II. Land cover analysis was conducted using Sentinel-2 imagery for the period 2017–2021 and projected to the year 2100 using the Malaccha method. Rainfall–runoff modeling was performed using the HEC-HMS software with the Soil Conservation Service (SCS) Synthetic Unit Hydrograph method. Model performance was evaluated using Nash–Sutcliffe Efficiency (NSE) and Root Mean Square Error (RMSE). The results show that out of 12 flood events analyzed, six models met the performance criteria with NSE values greater than 0.36. Land cover projections to 2100 indicate minor changes in forest areas, leading to an increase in the Curve Number value from 76.90 to 77.00, which resulted in a 0.33% increase in peak flood discharge from 2021 to 2100. These findings demonstrate that land cover changes influence flood hydrograph characteristics and can serve as a basis for flood mitigation planning in the Dayeuhkolot Watershed.

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