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Media Komunikasi Dunia Ilmu Sipil (MoDuluS)
Published by Universitas Veteran Bangun Nusantara
ISSN : 27149021     EISSN : 27149013     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Transportation
MoDuluS: Media Komunikasi Dunia Ilmu Sipil merupakan jurnal ilmiah nasional yang dikelola oleh Universitas Veteran Bangun Nusantara. Jurnal ini memiliki scope kajian bidang ilmu sipil atau teknik sipil. MoDuluS terbit berkala 6 bulanan, atau 2 kali dalam setahun, yakni Juni dan Desember.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 5 Documents
 1 
Search results for , issue "Vol 7 No 2 (2025): Desember 2025" : 5 Documents clear
Model Aplikasi Adaptif Rencana Anggaran Biaya (RAB) Jalan Desa Berkelanjutan Berbasis Android Firdausi, Annisa Azhar
MoDuluS Media Komunikasi Dunia Ilmu Sipil Vol 7 No 2 (2025): Desember 2025
Publisher : Universitas Veteran Bangun Nusantara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32585/modulus.v7i2.5894

Abstract

The urgency of the Sustainable Development Goals (SDGs) of villages is a global and national commitment in an effort to take action to reduce the impact of climate change and overcome the challenges faced, through the development of sustainable infrastructure that leads to green infrastructure. The application was made to assist the Village Development Activity Planning Team (TPK) in making an android-based Sustainable Village Road Cost Budget Plan (RAB), with K175kg/cm2 and K225kg/cm2 quality paying attention to construction percolation and rainwater infiltration. Testing the adaptive application of the Cost Budget Plan (RAB) for sustainable village roads based on android by inputting the street name, filling in the length, width and thickness of the pavement to be built, then inputting the price of building materials and labor wages based on local prices, after RUN will be able to find out the material needs, costs, and the amount of rainwater infiltration into the soil.
Model Transportasi Terintegrasi Untuk Meningkatkan Efisiensi Tata Kelola Angkutan Umum Perkotaan (Studi Kasus: BRT Trans Jatim Porong–Sidoarjo–Surabaya) Sri Wiwoho; Aristiono, Aristiono; Mayasari, Sri
MoDuluS Media Komunikasi Dunia Ilmu Sipil Vol 7 No 2 (2025): Desember 2025
Publisher : Universitas Veteran Bangun Nusantara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32585/modulus.v7i2.7125

Abstract

This study aims to design an integrated transportation model to improve the efficiency of urban public transportation governance, with a case study on the Bus Rapid Transit (BRT) Trans Jatim corridor Porong–Sidoarjo–Surabaya. The study uses a quantitative approach with a simple linear regression method. Data were collected through questionnaires distributed to BRT users and analyzed using SPSS software. The analysis showed that mode integration has a significant influence on the efficiency of public transportation governance, with a correlation coefficient (R) of 0.800 and a determination coefficient (R²) of 0.640. The significance test showed a Sig. value of 0.009. The resulting regression equation is Y = 0.694 + 0.834X. This model indicates that increased integration in transportation can significantly enhance the efficiency of public transportation system management.
Uji Ketahanan Beton dengan Serat Limbah Bubut Besi sebagai Pavement material. Dwicahyani, Arum; Ghufron, Ahmad; Meylida, Dhonna
MoDuluS Media Komunikasi Dunia Ilmu Sipil Vol 7 No 2 (2025): Desember 2025
Publisher : Universitas Veteran Bangun Nusantara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32585/modulus.v7i2.7352

Abstract

Industrial waste is a resource for green concrete. One example is iron lathe waste, which is considered hazardous and toxic (B3). This form is spiral flakes. This has potential to pollute the environment, so it needs to be recycled by used as fiber in pavement concrete. This application was chosen because paving blok does not require high-quality concrete. The quality for types C and D is K175-K125 and can be made with manual mixing. It applied as pedestrian. Fiber concrete have better durability than normal concrete in withstanding impack loads. So it is expected to less cracking. Therefore, an impact drop weight experiment was conducted. The specimen was a cylinder. The diameter was 15 cm and the height was 6 cm. The fiber variety was 0%, 6%,9% dan 12% of the concrete mix design. Impact drop weight test will provide information abaout impacts resistance and absorbed energy. The results showed that concrete containing 12% iron lathe waste fiber had 239,05% better energy absorption performance than normal concrete.
Evaluasi Kapasitas Ruang Parkir Universitas Musamus Merauke Dina Pasa Lolo; Muh. Akbar; Silva Keiza Sahelangi; Dina Limbong Pamuttu; Hairulla; Mochammad Qomaruddin
MoDuluS Media Komunikasi Dunia Ilmu Sipil Vol 7 No 2 (2025): Desember 2025
Publisher : Universitas Veteran Bangun Nusantara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32585/modulus.v7i2.7373

Abstract

Musamus University is the only state university in South Papua Province. This campus provides parking spaces in various locations such as in the Faculty of Economics and Law, Deanery and Rectorate areas, but vehicles still often pile up. This research aims to determine the parking capacity of Musamus University. The research method is based on the 1998 Director General of Land Transportation's Technical Guidelines for the Implementation of Parking Facilities. The data collected is the number of incoming vehicles, the number of outgoing vehicles and the duration of the vehicle to find the value of the parking lot capacity. The results of the study at 3 points of the location of the motorcycle parking area of the Faculty of Economics and Law, the Deanery, and the Rectorate have a parking area of 216 m², 78 m², and 51 m², with a parking area requirement of 1,479 m², 289 m², and 231 m², then additional motorcycle parking areas are still needed, namely 1,263 m², 211 m², 180 m². In the car parking area of the Faculty of Economics and Law, the Deanery, and the Rectorate have a land area of 69 m², 80.5 m², and 57.5 m², a car parking area of 104 m², 173 m², and 173 m² is needed, so there is still a shortage of areas of 35 m², 92.5 m², and 115.5 m². The Faculty of Economics and Law's motorcycle prediction for the next 5 years is 312 SRP and cars 6 SRP.
Analisis Komparatif Nilai N-SPT terhadap Klasifikasi Tanah Berdasarkan Sistem USCS wahyuni, yayu sri; Hidayatulloh, Taufik
MoDuluS Media Komunikasi Dunia Ilmu Sipil Vol 7 No 2 (2025): Desember 2025
Publisher : Universitas Veteran Bangun Nusantara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32585/modulus.v7i2.7609

Abstract

This study aims to analyze the relationship and compatibility between the Standard Penetration Test (SPT) N-value and soil classification based on the Unified Soil Classification System (USCS). The SPT is commonly used to determine in-situ soil density and consistency, while the USCS provides a comprehensive classification of soil types through grain size distribution and Atterberg Limits parameters. Data were collected from six different depth intervals, consisting of N-SPT values, grain size analysis (gravel, sand, silt, clay), and Atterberg Limits (LL, PL, IP). The results indicate that all soil samples are classified as high-plasticity clay (CH) according to the USCS, characterized by Liquid Limit (LL) values ranging from 70.45% to 86.83% and Plasticity Index (PI) values from 38.91 to 49.26. The N-SPT values range from 2 to 21, representing soil conditions from very soft to medium dense. Despite the variation in N-SPT values, the soil classification remained consistently within the CH group, dominated by fine-grained materials with high plasticity. These findings suggest that the N-SPT values describe relative soil strength but are not sufficiently sensitive to reflect variations in fine-grained soil characteristics, which are primarily controlled by plasticity and mineral composition. The study concludes that the direct correlation between N-SPT values and USCS classifications is not linear for high-plasticity cohesive soils. Therefore, the interpretation of soil conditions in CH-type soils requires an integrated approach that combines field testing (SPT) with laboratory analyses (grain size and Atterberg Limits). This highlights the importance of a comprehensive geotechnical evaluation to achieve a more accurate understanding of soil behavior. Keywords:N-SPT, USCS, Atterberg Limits, grain size analysis, CH soil, soil classification.

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