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Jurnal Teknik Sipil Cendekia (JTSC)
Published by Universitas Winaya Mukti
ISSN : 27236552     EISSN : 27233375     DOI : https://doi.org/10.51988/vol1no1bulanjulitahun2020
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
JTSC: Jurnal Teknik Sipil Cendekia is published by Civil Engineering Study Program, Faculty of Engineering, Planning and Architecture, University Winaya Mukti. This peer-reviewed journal is designated to publish articles that report the results of research in civil engineering science. JTSC: Jurnal Teknik Sipil Cendekia invites particularly manuscripts or research-based articles in the diverse topics include functional areas of Transportation Engineering, Structure, Design road and Bridge, Geotechnic, Management Project, Contruction Management, Hydrology and Water Resources, Information Civil Technology (ICT), Entrepreneurship Civil Engineering and Engineering Economics. The manuscripts or research-based articles that will be accepted are qualitative, quantitative research and mixed method written either in Bahasa or English. We are the editorial team, welcoming the papers submissions from various audiences or professions such as researchers, academicians, students, practitioners, regulators and others who interested in Civil Engineering studies.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 13 Documents
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Search results for , issue "Vol 6 No 1 (2025): February" : 13 Documents clear
Analisis Kondisi Permukaan Jalan Dilihat Dari Nilai Iri Pada Ruas Jalan Let.Jend Suprapto-Spbu Gumayun Kabupaten Slawi Hadi, Suprapto; Aulia Septiani, Nurul; Aprilia Khairani, Dyta; Cahya Diyaksa, Mei; Grathio Marandj Ottu, Wyheintha
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 1 (2025): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i1.233

Abstract

Jalan merupakan infrastruktur yang memiliki peran penting terutama sebagai prasarana distribusi barang dan jasa. Penggunaan jalan yang berkelanjutan dengan volume lalu lintas yang meningkat menyebabkan menurunnya kondisi perkerasan jalan sehingga kerusakan jalan tidak dapat dihindari. Analisa kerusakan permukaan jalan secara periodik sangat dibutuhkan untuk mengetahui kondisi jalan tersebut dalam kondisi baik atau dalam kondisi yang membutuhkan perbaikan dan pemeliharaan. Ruas Jalan Let.Jend Suprapto-SPBU Gumayun, Kabupaten Slawi dikategorikan sebagai jalan kabupaten yang cukup padat lalu lintasnya,dengan panjang 3,3 km dan merupakan jalan lokal sekunder. Metode yang digunakan untuk penilaian kondisi permukaan jalan adalah International Roughness Index (IRI). Dengan menggunakan mobil hawkeye sebagai alat untuk mengukur nilai IRI maka diperoleh hasil ketidakrataan permukaan jalan dengan persentase kategori rusak berat 0,58% dan kategori baik memiliki persentase sebesar 71.50%, kategori sedang sebesar 29,82% serta kategori rusak ringan sebesar 3,21%. Nilai IRI kondisi permukaan jalan yang ditinjau pada Ruas JalanLet.Jend Suprapto-SPBU Gumayun memiliki kondisi paling parah yaitu dari jalan arah barat yang disebabkan oleh volume lalu lintas arah barat lebih tinggi dibanding dengan volume lalu lintas arah timur. Penentuan jenis penangan kondisi jalan yang bersumber dari Bina Marga,2019 yaitu perlu dilakukan berupa pemeliharaan rutin, pemeliharaan berkala dan peningkatan jalan.
Analisis Sistem Pengelolaan Infrastruktur Persampahan Di Kabupaten Muna Soeparyanto, Try Sugiyarto; Alamsyah, Sahrul; Mulawati, Mulawati; Yusran, Yusran
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 1 (2025): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i1.253

Abstract

Suboptimal waste management has a direct impact on the environment and the quality of life of the community, especially in areas with high waste volumes. This condition requires more attention from the local government to immediately intervene in the form of infrastructure development, budget allocation, and increasing management capacity in sub-districts with high waste volumes. The purpose of this study was to analyze the Waste Infrastructure Management System in Muna Regency. This study is a qualitative and quantitative descriptive study. The data used are secondary data obtained from the Muna Regency Environmental Service. The data analysis method was used to describe the direction of the waste infrastructure management concept in Muna Regency. The analysis used to analyze the waste infrastructure management system in Muna Regency. Waste management in Muna Regency requires significant improvements in infrastructure, policies, and public education to create a more effective and sustainable system. By building important facilities such as waste banks, recycling centers, and organic waste management infrastructure, Muna Regency can reduce pressure on landfills while utilizing the economic potential of waste. Strong regulatory support, cross-sector collaboration, and the use of technology are also important factors in optimizing waste management and creating a sustainable circular economy.
North Kolaka District Sanitation Strategy Anhar, Eddy; Nasruddin, Nasruddin; Sahrul, Sahrul; Kadir, Ishak; Sugiyarto Soeparyanto, Try
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 1 (2025): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i1.259

Abstract

North Kolaka Regency has prepared a District Sanitation Strategy (SSK) document in 2014 as a guideline for sector sanitation development during the 2015-2019 period. With the end of this period, updating the SSK in 2021 is very important for planning sanitation development for the next five years in accordance with actual conditions and new challenges. This document aims to increase coverage of safe and adequate sanitation services through planning that is integrated with regional, provincial and national policies. The update was carried out by the Housing and Settlement Areas Working Group (Pokja PKP) with a participatory approach. The methods used include evaluating existing conditions, analyzing images, as well as establishing a vision, mission and strategy for sanitation development. It is hoped that the results of this update will encourage cross-sector collaboration and involve the role of the private sector and the community, so as to optimize the management of domestic wastewater, solid waste and drainage. The results of the analysis show that achieving sanitation access in North Kolaka still requires significant improvement to achieve the 2020-2024 RPJMN target, including reducing the practice of open defecation (defecation). The strategy formulated includes strengthening institutions, optimizing faecal sludge processing infrastructure, and outreach to the community to strengthen awareness and participation.
Analisis Perbandingan Perencanaan Dan Pelaksanaan Pada Time Schedule Pembangunan Struktur Ruko 3 Lantai Dengan Metode CPM dan PERT (Studi Kasus: Regency Piayu) Victory, Jeffrey; Indrastuti, Indrastuti
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 1 (2025): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i1.266

Abstract

Time management is critical to a project's success because it makes it easier to create controls that guarantee the project is carried out with few deviations and produces satisfactory outcomes with the resources already in place. The PERT and CPM methodologies are designed to describe and establish relationships between various activities and interpret the varying times required for each activity in a comprehensive project plan. The author's investigation focused on the construction of a 3-story shophouse. Based on this investigation, it was found that the planning time to complete the structural work was 50 weeks, while the implementation (realization) was 54 weeks to complete the structural work. In addition, to prevent delays in construction projects, it is necessary to prioritize several tasks designated as critical paths. Using the critical route method, it was discovered that the installation of the first and second floor staircase work, which took longer than expected (15 weeks), was the primary reason for delays compared to the free float given, namely 8 weeks. The results of this study offer valuable suggestions for possible future investigations
Effect Of Earthquake Forces On Columns With Different Strengthening Using Sap2000 Software Purba, Sadvent; Wijaya, Nehemia
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 1 (2025): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i1.268

Abstract

Indonesia is an area that has quite a high frequency and strength of earthquakes because it is at the meeting point of four tectonic plates, namely the Eurasian plate, the Indo-Australian plate, the Pacific plate and the Philippine Sea plate. Earthquake-resistant buildings are an alternative to minimize the impact of earthquake forces that occur. One design that needs to be analyzed is that there are openings in the building wall structure that cause the columns not to bend properly when receiving lateral forces, so they have the potential to fail. A collapsing column will cause the load of the building floor above it to collapse. Through this research, the influence of the frequency of earthquake forces, the influence of earthquake forces on the deviation between floors, and the location of the collapse in building models A (without walls) and B (with walls) will be identified. The method used is dynamic load analysis in SAP2000 based on spectrum response. Based on the results of the SAP2000 analysis, it can be seen that the deviation value between floors is smaller in building model B (with walls), thus indicating short column with lower heights absorb more energy and have stiffer properties. The location of the collapse is not visible in the SAP2000 analysis, but the largest deformation occurs in the beam for both building models.
Comparative Analysis Of Hammer Test And Compression Testing Machine Against Normal Concrete Compressive Strength Test K300 Putra Anugrah Pratama, Vicky; Setioningsih, Retnowati; Marwanto, Marwanto
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 1 (2025): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i1.269

Abstract

The materials used in a concrete construction have a major impact on its strength. But a lot of other things also matter, like the cement-water ratio (FAS), temperature fluctuations, curing conditions, and lack of compaction. The purpose of this study is to evaluate the findings of compressive strength testing of K-300 quality concrete using two different approaches: the non-destructive Hammer Test (HT) and the destructive Compression Test Machine (CTM). Both techniques were used to examine ten cube-shaped concrete samples that were 15 cm x 15 cm x 15 cm. The two approaches differed significantly, according to the results. Compressive strength values ??from CTM were consistently higher than those from HT. Test specimen number 7 showed that CTM had the highest compressive strength at 507.92 kg/cm², while test specimen number 10 showed that HT had the highest compressive strength at 247kg/cm². These findings suggest that in order to get more accurate results, CTM should be used in concrete testing
Pengaruh Pengetahuan Mitigasi Bencana Tanah Longsor Terhadap Kesiapsiagaan Siswa Di Kecamatan Balikpapan Utara Aprilla, Nasywa Syifa; A, Doni; Rafli H, Muh.; Akmal I, Muh; A. N. R, Ocktavianus; Daffa H.Z, Muh; Yoga, I Kadek; Raghid H'Z, Muh; Indriani, A. M.
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 1 (2025): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i1.273

Abstract

Landslides pose a serious threat, causing significant property damage and loss of life. This study aimed to determine the extent to which knowledge of landslide mitigation can enhance students' preparedness. A survey of approximately 700 middle school students in North Balikpapan district was conducted. The results showed a positive correlation between knowledge of landslide mitigation and students' preparedness. The higher the students' knowledge, the better prepared they were to face landslides. This study concludes that increasing students' knowledge about landslide mitigation can effectively improve their preparedness.
Analisis Pemahaman Mitigasi Bencana Tanah Longsir Untuk Kalangan Siswa Dan Siswi Di Smp Kecamatan Balikpapan Kota Marini, Andi; Muhammad Fachri F L, Andi; Pratama, Abimanyu; Irawan, Helmi; Alam Putra L A R, Chikita Wisnu; Rahmad Al Muslim, Yazid; Rizqy U Q, Fahreza
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 1 (2025): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i1.274

Abstract

This study aims to assess the level of understanding among middle school students in Balikpapan City about landslide disaster mitigation. Using a survey method with questionnaires, the research analyzes students' knowledge, attitudes, and actions regarding landslides. The results show that most students understand the basics of landslides but lack awareness of effective mitigation measures. Challenges include limited education on the topic and less interactive learning methods. This study recommends integrating disaster mitigation topics into school curricula and conducting simulation-based training to improve students' awareness and preparedness for landslide risks. Keywords: Landslide Mitigation, Middle School Students, Balikpapan City
Time And Cost Efficiency Of Conventional Formwork In Building Projects Firdaus, Adam; Lila Ayu Ratna, Winanda; Hadi Surya Wibawanto, Sunarwadi
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 1 (2025): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i1.280

Abstract

Dalam pelaksanaan pembangunan gedung bertingkat, pekerjaan bekisting memerlukan biaya yang besar dan waktu yang cukup lama. Maka dari itu, diperlukan penggunaan metode yang lebih efektif baik dari segi biaya dan waktu pelaksanaannya. Seiring berkembangnya teknologi dalam dunia kontruksi, sangat banyak bekisting yang diterapkan dilapangan dalam struktur pembangunan proyek. Dalam penelitian ini, tujuan yang ingin dicapai yaitu menganalisis biaya dan waktu sesuai dengan metode pelaksanaan pada pekerjaan bekisting. Penelitian ini menggunakan metode penelitian kuantitatif, dimana data yang digunakan meliputi harga satuan pekerjaan, volume pekerjaan, dan rencana anggaran biaya dari proyek yang sedang berjalan. Hasil penelitian menunjukkan bahwa estimasi pekerjaan bekisting konvensional membutuhkan biaya sebesar Rp. 44,360,000,000.00 dengan waktu pengerjaan 59 hari.
Tinjauan Kinerja Simpang Tak Bersinyal Terhadap Arus Lalu Lintas Pada Simpang Lima Jalan Labungkari, Kabupaten Buton Tengah Sulawesi Tenggara: Teknik Sipil Tafakur La Ode, Al; Hidayat, Arman; Tafakur La Ode, Rostiani
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 1 (2025): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i1.275

Abstract

The Mawasangka-Labungkari axis road is located in the Lakudo District area, Central Buton Regency, and is a Southeast Sulawesi Province. The development of the transportation area is one of the pillars supporting the economy of a region that cannot be separated from regional development, as well as at the Lima Labungakari intersection which is an unsignalized intersection where various types of vehicles pass daily, such as motorbikes, cars, trucks, and so on. This study aims to determine the highest traffic volume, namely on Jalan Poros Lolibu-Mawasangka (Segment A) Sundays at 06.00-18.00 the flow is 777.1 pcu/hour, has the highest current value compared to other roads, and the capacity The Lolibu-Mawasangka axis road (segment A) is 2,401.2 pcu/hour, while the Gersamata road produces a capacity of 1,461.6 pcu/hour, while the Lakapera-Waraa Axle Road (Segment C) produces a capacity of 2,270.7 pcu/hour so that it is suitable with the basic vehicle capacity that has been regulated by MKJI 1997, namely 2,900 per lane 2/2 UD and to find out the degree of saturation (DS) value at this research location is below 0.75, namely in segment A it is 0.25, in segment B it is 0.35 and in segment C it is 0.24, so it can mean that this intersection can still serve the vehicles that pass through it well.

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