cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Mohammad Rizki Fadhil Pratama
Contact Email
mohammadrizkifadhilpratama@gmail.com
Phone
-
Journal Mail Official
vnovrianti@gmail.com
Editorial Address
-
Location
Kota palangkaraya,
Kalimantan tengah
INDONESIA
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 10 Documents
 1 
Search results for , issue "Vol. 13 No. 2 (2025): Media Ilmiah Teknik Sipil" : 10 Documents clear
Pemilihan Moda Angkutan Barang Menggunakan Analisis AHP: Selection Of Goods Transport Modes Using AHP Analysis Nur Halik, Dadang; Hakzah; Widarto, Hendro
Media Ilmiah Teknik Sipil Vol. 13 No. 2 (2025): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

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

Abstract

Enrekang is a producer and contributor of diverse and abundant agricultural commodities, distributed both within and outside the region using various types of goods transportation modes. This research aims to determine the characteristics of commodities and the choice of goods transportation modes. The research method is descriptive quantitative and data is obtained from surveys and interviews with 150 respondents of freight transport drivers, data analysis uses the Analytical Hierarchy process (AHP). The results show that the characteristics of departure time are dominant during the day at 14.00 - 16.00 WITA, at night 20.00 - 22.00 WITA, while the arrival time at the distribution location during the day is dominant at 06.00 - 08.00 WITA, and at night 02.00 - 04.00 WITA. The distribution of commodities within South Sulawesi Province is dominant to Parepare City and outside the region to West Sulawesi. The choice of efficient goods transportation mode used in the process of distributing agricultural commodity results shows that the 3 axle truck mode has a priority weight of 0.43%.
Model Perencanaan Ulang Drainase Untuk Mengurangi Genangan: Studi Kasus Di Perumahan Taman Griya Asri Cilebut, Kabupaten Bogor: Drainage Redesign Model To Reduce Influencing: A Case Study In Taman Griya Asri Cilebut Housing, Bogor Regency Diyanti; Supomo, Fani Yayuk; Qodriah, Hamidah Nur
Media Ilmiah Teknik Sipil Vol. 13 No. 2 (2025): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

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

Abstract

Taman Griya Asri Cilebut housing complex, Bogor Regency, often experiences flooding due to high rainfall and inadequate drainage capacity. This study aims to redesign the drainage system, including calculating the planned flood discharge and determining the channel dimensions. The algebraic method is used for hydrological analysis because the catchment area is less than 500 km². The results of the study show that the planned flood discharge for a 5-year return period for secondary and tertiary channels varies between 0.02 m³/s to 0.39 m³/s. The redesign produces appropriate channel dimensions, for example tertiary channel 2 (h=0.5 m, b=0.4 m), tertiary 3 (h=0.6 m, b=0.8 m), and tertiary 4 (h=0.6 m, b=0.5 m) with a square shape using U-Ditch Precast. This redesign is expected to reduce flooding in the housing complex.
Evaluasi Kinerja Pemeliharaan Waterproofing Rooftop Gedung IPU Menggunakan Metode EVM (Studi Kasus: RSUD dr. Saiful Anwar): Performance Evaluation Of Rooftop Waterproofing Maintenance At The IPU Building Using The EVM Method (Case Study: RSUD dr. Saiful Anwar) Nadine Marwa Savitri; Alfianto, Imam
Media Ilmiah Teknik Sipil Vol. 13 No. 2 (2025): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

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

Abstract

Public construction projects often face challenges in controlling time and cost, including the maintenance project of the rooftop waterproofing of the IPU Building, 7th Floor, at RSUD Dr. Saiful Anwar, Malang City. This study aims to evaluate the project performance using the Earned Value Management (EVM) method, which integrates schedule and cost analysis to provide a comprehensive overview of project execution efficiency. The study was conducted up to the 5th week, with a work progress of 20.017%. The data used include the budget plan, S-curve, weekly reports, and actual project costs, analyzed using Microsoft Excel. The calculation results show that in the 4th week, the project experienced a cost deviation with a Cost Variance (CV) of -Rp47,228,379.15 and a schedule deviation with a Schedule Variance (SV) of -Rp16,025,142.49. The Cost Performance Index (CPI) of 0.76 indicates budget overrun, while the Schedule Performance Index (SPI) of 0.90 indicates a delay in execution. The estimated total cost at completion (EAC) is Rp939,260,546.02, exceeding the initial budget of Rp715,408,147.00, and the estimated total time for completion (EAS) is 9.42 weeks compared to the original plan of 9 weeks. These findings highlight the importance of implementing EVM to detect early project deviations and provide a quantitative basis for project performance evaluation
Evaluasi Implementasi Program Berbasis Pemangku Kepentingan Di IKN: Pendekatan PLS-SEM Multigrup Di Seluruh Jenis Infrastruktur: Stakeholder-Based Evaluation Of Program Implementation In IKN: A Multigroup PLS-SEM Approach Across Infrastructure Types Dewi, Rafama; Soemardi, Biemo W.; Waty, Mega
Media Ilmiah Teknik Sipil Vol. 13 No. 2 (2025): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

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

Abstract

The implementation of program management in megaprojects often encounters a gap between strategic planning and field execution. This study evaluates stakeholder perceptions regarding the effectiveness of program implementation and project performance in Indonesia’s Nusantara Capital City (IKN). A quantitative survey was conducted with 200 respondents divided into two infrastructure typologies: Horizontal (roads, area development, water resources) and Vertical (high-rise and low-rise buildings). A 6-point Likert scale questionnaire measured six variables: benefit tracking (X1), resource allocation (X2), coordination (X3), risk management (X4), program implementation (M1), and project performance (Y1). The data were analyzed using Partial Least Squares Structural Equation Modeling (PLS-SEM) and multigroup analysis. In Horizontal projects, coordination emerged as the dominant factor (X3→M1 = 0.546; p = 0.000), with program implementation significantly affecting project performance (M1→Y1 = 0.413; p = 0.000). In Vertical projects, risk management was key (X4→M1 = 0.302; X4→Y1 = 0.412; p = 0.000). The strongest indirect effect was found in the coordination-to-performance path through program implementation (0.259; p = 0.000). R² values indicate strong predictive power for program implementation (Horizontal = 0.617; Vertical = 0.660) and project performance (Horizontal = 0.680; Vertical = 0.597). These findings highlight the importance of context-specific program governance strategies.
Optimalisasi Drone Dan GIS Untuk Pemetaan Wilayah Dan Penegasan Alamat Di Kelurahan Pasir Panjang, Kota Kupang: Optimization Of Drones And GIS For Area Mapping And Address Affirmation In Pasir Panjang Village, Kupang City Hayer, Yacob Victor; Nama, Arnoldus; Jawal Nope, Fabi
Media Ilmiah Teknik Sipil Vol. 13 No. 2 (2025): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

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

Abstract

The development of drone technology and Geographic Information Systems (GIS) has provided new opportunities in mapping and address verification. This study aims to optimize the use of drones and GIS for regional mapping and address confirmation in Pasir Panjang, Kupang City. The methodology includes collecting spatial and attribute data, processing aerial imagery using photogrammetric software, and creating geospatial maps with attribute information. The study identifies key challenges such as the lack of standardized address naming, unnumbered buildings, and unclear administrative boundaries. The results highlight the effectiveness of drone-integrated GIS in producing accurate and up-to-date geospatial data, supporting urban planning and public services. This research also provides recommendations for policy improvements in address standardization and urban management in Kupang City.
Analisis Elemen Hingga Lapisan Tanah Menggunakan Geotekstil Sebagai Metode Perbaikan Tanah Lunak Dengan Software Plaxsis: Finite Element Analysis Of Soil Layers Using Geotextiles As A Soft Soil Improvement Method With Plaxsis Software Indriani, Lilis
Media Ilmiah Teknik Sipil Vol. 13 No. 2 (2025): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

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

Abstract

The case of embankment on soft clay soil that must be completed quickly can be assisted by additional reinforcement on the soft soil. One example is by using geosynthetics that have high tensile strength at the base of the embankment, thereby increasing the stability of the embankment. The use of geosynthetics is widely used in the improvement of soft clay subgrade in embankment construction in an effort to increase its bearing capacity. The purpose of this study was to determine the effect of the use of geotextiles under embankment soil to increase the stability of the soil below it and to determine the safety value, deformation and stress changes that occur in soil reinforced with geotextiles using Plaxis 2D software. The methods used in this final project consist of data collection methods, data analysis techniques, presentation methods and flow diagrams of planning studies. From the results of the analysis, the safety factor is F = 0.742 <1.2 for embankment conditions without geotextiles while the safety factor is F = 1.380> 1.2 for embankment conditions with geotextiles. This shows that there is an effect of using geotextiles under the embankment in increasing the safety factor. The total deformation value for embankments without geotextiles is 25.10 mm, the total stress value for embankments without geotextiles is 180.35 kN/m2, the total deformation value for embankments with geotextiles is 36.27 mm, while the total stress value for embankments with geotextiles is 190.26 kN/m2.
Perencanaan Peningkatan Jalan Pada Ruas Jalan Oelamasi – Sulamu Kecamatan Fatuleu Kabupaten Kupang: Planning For Road Improvements On The Oelamation Road Section - Sulamu, Fatuleu District, Kupang District A. Tuati, Anie; D. A. A. Daud, Deasi; R.L. Wayan, Ambrosius; Y. Kase, Marth
Media Ilmiah Teknik Sipil Vol. 13 No. 2 (2025): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

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

Abstract

Road infrastructure as a means of public transportation has an important role in opening up remote and isolated areas, the Oelamasi - Sulamu Road section is one of the road sections located in Oelamasi, Fatuleu District, Kupang Regency, East Nusa Tenggara Province. Which was built in 2015 with a total length of 10 km and a width of 4.5 m and a penetration layer construction type (Lapen). From the results of the road pavement conditions seen visually in the field, the damage that occurred on the Oelamasi - Sulamu STA 0 + 000 - STA 2 + 000 Road section did not experience damage along the road, but the damage that occurred was only at certain points. This road section experienced damage such as holes, subsidence, patches, edge cracks, crocodile skin cracks, longitudinal cracks, wavy and aggregate wear. From the existing problems, it is necessary to repair additional pavement layers (overlay). This study uses the 1987 SKBI Component Analysis method. Based on the results and discussion, the planning of the thickness of the additional layer with the thickness of each layer is as follows: surface layer (HRS - WC) 6.13 cm, surface layer (HRS - Base) 5 cm and aggregate A foundation layer 15 m.
Kajian Keselamatan Lalu Lintas Pada Daerah Rawan Kecelakaan Di Ruas Jalan Palbapang - Samas: Traffic Safety Study In Accident Prone Areas On The Palbapang - Samas Road Section Raafi Widyaputra Yulianyahya
Media Ilmiah Teknik Sipil Vol. 13 No. 2 (2025): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

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

Abstract

This study examines traffic safety in areas that are often hit by accidents on the Palbapang - Samas Road Section. This investigation began with the high rate of traffic accidents that endanger the safety of people crossing this road. The research methods used include analyzing the existing literature, conducting direct observations, and gathering key information through surveys and conversations with community members to accurately capture the true situation. Additional information was obtained from relevant organizations, such as the Department of Transportation and local law enforcement, to refine the findings. The results showed that the main reasons for accidents included road design that did not meet standards and the actions of drivers who were not in a traffic order, including excessive speed and ignoring road signs. Many locations known as high-risk zones demand immediate action from local government officials. The conclusion emphasizes the need to improve infrastructure by adding more traffic signs, improving road markings, ensuring adequate lighting, and promoting public awareness initiatives to foster a culture of responsible driving that can significantly lower accident rates.
Model Korelasi Volume, Kecepatan Dan Kepadatan Lalu Lintas (Studi Kasus Jalan RTA. Milono Kota Palangka Raya) : Traffic Volume, Speed And Density Correlation Model (Case Study Of Milono RTA Road, Palangka Raya City) Puspasari, Nirwana; Akbar, Reza Zulfikar; Utama, M. Gemilang Pria
Media Ilmiah Teknik Sipil Vol. 13 No. 2 (2025): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

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

Abstract

Traffic conditions on road sections always vary and are never the same. This variation can be seen not only in the amount of traffic volume, but also in the variation of traffic speed and density on the road section. The more traffic volume that passes through a road section, the less the speed of the vehicle and the denser the road section. To find out the relationship between these variables, the author tries to analyze the correlation model of traffic volume, speed and density. This research was conducted on the RTA. Milono road for 2 days, namely Monday and Tuesday. Traffic volume data and average vehicle travel time were taken during the morning, afternoon and evening peak hours for 2 hours each, namely 06.00-08.00 am, 11.00-13.00 pm and 16.00-18.00 pm. The number of samples of vehicle travel time was taken as many as 98 pieces for each direction A and B based on the Slovin formula.  Data analysis using Greenshield method, or linear regression, which is a model consisting of 2 variables x and y, where traffic speed as variable y and road density as variable x, test the correlation between the two variables using R2. The correlation model of vehicle speed with density from the data analysis results obtained 6 models, with the highest R2 given by the model Y = 58,72 – 0,67 X with R2 = 0,94 indicating that 94% of the traffic density data is linearly connected with vehicle speed. The model of the relationship between traffic volume and density is Q = 58.72D - 0.67D2 and the model of the relationship between traffic volume and speed is Q = 87.67Vs - 1.493Vs2. The three models show that as the traffic density increases by 1 vehicle/km on road section B will have an impact on decreasing the speed by 0,67 km/h, and as the density increases by D vehicles/km on road section B will have an impact on reducing the traffic volume by 0.67D2 SMP/h and shows as the speed increases by Vs (km/h) on road section B will have an impact on reducing the traffic volume by 1.493Vs2 (SMP/h). Then the increase in traffic volume on the road, will cause a decrease in speed and an increase in the density of vehicles on the road, which causes the level of service of the road to also be lower.
Identifikasi Titik Rawan Kecelakaan (Black Spot) Pada Ruas Jalan Tjilik Riwut Palangka Raya Sebagai Infrastruktur Penunjang Menuju IKN Nusantara: Identification Of Accident-Prone Points (Black Spots) On The Tjilik Riwut Palangka Raya Road Section As Supporting Infrastructure Towards The Archipelago's IKN Antoni, Bram Wira; Basuki, Imam
Media Ilmiah Teknik Sipil Vol. 13 No. 2 (2025): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

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

Abstract

Palangka Raya is the capital of Central Kalimantan province as a connecting city to the National Capital of the Archipelago. As a hub city, it is important to review infrastructure and security readiness. Jalan Tjilik Riwut Km 1 - Km 10 is the main road section as a cross-provincial route to IKN which often has accidents so further analysis needs to be carried out. The aim of this research is to determine the characteristics of traffic accidents and determine black spots on the Tjilik Riwut road Km 1 - Km 10, Palangka Raya city as well as appropriate recommendations. The method used is the Equivalent Accident Number (EAN) or Accident Equivalent Number (AEK). The characteristics of accidents on the Tjilik Riwut road section are that the majority occur at Km 1.5, with the most incidents in 2019, the most types of vehicles are MC, with a single accident, the nature of the road is straight, the majority of accidents are male, mature age and type of work private. The majority of accidents are due to entering and leaving the market and the sudden wide median at Km 1. The black spot location in this study, namely at Km 1+000 to 1+999, has a total of 65 accidents with an Accident Equivalent Number (AEK) of 304 which is which exceeds the specified Upper Control Limit (BKA) number (136.2). Recommendations that can be made are adding a Rumble Strip to reduce vehicle speed and changing the design of the road median to create a smoother transition from small to large.

Page 1 of 1 | Total Record : 10

 1 

Filter by Year

2025 2025


Reset
Filter By Issues
All Issue Vol. 13 No. 3 (2025): Media Ilmiah Teknik Sipil Vol. 13 No. 2 (2025): Media Ilmiah Teknik Sipil Vol. 13 No. 1 (2025): Media Ilmiah Teknik Sipil Vol. 12 No. 3 (2024): Media Ilmiah Teknik Sipil Vol. 12 No. 2 (2024): Media Ilmiah Teknik Sipil Vol. 12 No. 1 (2024): Media Ilmiah Teknik Sipil Vol. 11 No. 3 (2023): Media Ilmiah Teknik Sipil Vol. 11 No. 2 (2023): Media Ilmiah Teknik Sipil Vol. 11 No. 1 (2023): Media Ilmiah Teknik Sipil Vol. 10 No. 2 (2022): Media Ilmiah Teknik Sipil Vol 10 No 1 (2021): Media Ilmiah Teknik Sipil Vol 9 No 2 (2021): Media Ilmiah Teknik Sipil Vol 9 No 1 (2020): Media Ilmiah Teknik Sipil Vol 8 No 2 (2020): Media Ilmiah Teknik Sipil Vol 8 No 1 (2019): Media Ilmiah Teknik Sipil Vol 7 No 2 (2019): Media Ilmiah Teknik Sipil Vol 7 No 1 (2018): Media Ilmiah Teknik Sipil Vol 6 No 2 (2018): Media Ilmiah Teknik Sipil Vol 6 No 1 (2017): Media Ilmiah Teknik Sipil Vol 5 No 2 (2017): Media Ilmiah Teknik Sipil Vol 5 No 1 (2016): Media Ilmiah Teknik Sipil Vol 4 No 2 (2016): Media Ilmiah Teknik Sipil More Issue