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Jurnal Teknik Sipil dan Teknologi Konstruksi
Published by Universitas Teuku Umar
ISSN : 24775258     EISSN : 2502051X     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Industrial & Manufacturing Engineering Mechanical Engineering Transportation
Jurnal Teknik Sipil dan Teknologi Konstruksi ini merupakan jurnal yang terbit setiap dua (2) tahun sekali, yaitu Bulan April dan Bulan Oktober. RuangLingkup ilmu yang dapat masuk pada jurnal ini ialah Struktur, Material, Sumber Daya Air, Manajemen dan Transportasi. Artikel yang diterbitkan dalam jurnal ini dire-view oleh para reviewer yang telah berpengalaman. Jurnal Teknik Sipil dan Teknologi Konstruksi ini sangat membantu para pembaca dan penulis untuk mengembangkan keilmuannya.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 206 Documents
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Pengaruh Preferensi Waktu dan Biaya Pada Pemilihan Moda Penumpang Kelas Ekonomi Jurusan Jember – Surabaya Hamduwibawa, Rofi Budi; Kuryanto, Totok Dwi; Haqiqi, Riski Agil; Alihudien, Arief
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 9, No 2 (2023): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/jts-utu.v9i2.9221

Abstract

The construction of the Probolinggo-Pasuruan toll road has resulted in faster travel times along the Jember-Surabaya route. However, it has been observed that economy buses rarely use the toll road. To determine the likelihood of passengers switching between economy-class train and economy-class bus modes, a study on the selection of economy-seat modes between the cities of Jember and Surabaya is necessary. The study utilized the Stated Preference method for data collection, which involved distributing questionnaires to passengers at stations and terminals. The data collected were analyzed using the binomial difference method. The results of the study reveal that the Economy-Class Train mode is the most preferred mode of transportation. Experimentation on the travel cost attribute (ΔX1) with the value of Uka-Ubu Utility = 6.512 - 0.0887(X1) + 0.292(X2) revealed that 99% of passengers chose the train. On the travel cost attribute (ΔX1) with the value of Uka-Ubu Utility = 0.0205 - 0.0034 X1, 55.2% of passengers chose the train. Meanwhile, on the travel time attribute (ΔX2) with the value of Uka-Ubu Utility = 0.0202 - 0.0034 X2, 52.6% of passengers chose the train.
ANALYSIS OF SOIL SUPPORTING FORCES (CASE STUDY OF BUILDING II MUHAMMADIYAH UNIVERSITY OF BIMA) Junna, Isra; Najimudin, didin; Putra, B. Erdiansyah; Satriawansyah, Tri
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 9, No 2 (2023): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/jts-utu.v9i2.8050

Abstract

Bima City is one of the municipalities in West Nusa Tenggara, where the location is at the far end of the island of Sumbawa with hilly contours following the coastline, Muhammadiyah Bima University is a university that is growing rapidly in terms of students so it is very important to fulfill lecture facilities and infrastructure. The construction of Campus II Muhammadiyah University of Bima, which is a 5-storey building, of course, must be carefully planned for the carrying capacity of the soil due to the condition of the soil over land conversion from agricultural land to development which causes the soil's bearing force to be unstable. The sondir method is a technical step to determine the allowable depth of soil density so that it can determine the use of the type of foundation in the Bima Muhammadiyah University Building. From the results of the study of the carrying capacity of the soil for a depth range of more than 19.60 m with the highest Qc value of 83 Kg/Cm2, it is included in the category of soil with a permit carrying capacity. While the soil carrying capacity for a depth range of 19.80 m with a Qc value of 133 Kg/Cm2 is included in the rigid soil bearing capacity category.
Kajian Komparasi Pemeliharaan Rutin Jalan pada Perspektif Kinerja dan Biaya (Studi Komparasi Metode P/KRMS dan PCI Pemeliharaan Rutin Jalan pada UPT Jalan dan Jembatan Wilayah II) Said, Muhammad; Said, Lambang Basri; Syarkawi, Mukhtar Thahir
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 10, No 1 (2024): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/jts-utu.v10i1.8056

Abstract

Tujuan penelitian ini yakni mengkaji jenis tingkat kerusakan yang terjadi di ruas jalan Rantepao-Sa’dan-Batusitanduk Dinas Pekerjaan Umum dan Tata Ruang Provinsi Sulawesi Selatan; Mengkaji pemeliharaan rutin jalan dengan nilai tingkat kerusakan berdasar pada metode Pavement Condition Index (PCI), dan metode P/KRMS; serta Komparasi kedua metode kaitannya dengan Kinerja dan Biaya. Penelitian dilakukan dengan mencari data primer dengan mengukur luasan masing-masing kerusakan dengan menggunakan alat ukur/ mistar melalui survey kondisi pada ruas jalan yang menjadi obyek penelitian di lapangan. Sementara data sekunder diperoleh dari Dinas Pekerjaan Umum dan Tata Ruang Propinsi Sulawesi Selatan berupa peta lokasi ruas jalan yang menjadi obyek penelitian, daftar ruas jalan, rencana startegis Dinas Pekerjaan Umum dan Tata Ruang Provinsi Sulawesi Selatan dan data-data pendukung lainnya. Berdasarkan hasil penelitian dapat diketahui bahwa tingkat Kerusakan atau kondisi kemantapan jalan pada ruas Rantepao-Sa'dan-Batusitanduk berada pada kondisi yang sangat baik karena persentase kerusakan 6,57%; Minimnya kerusakan yang terjadi pada ruas Rantepao-Sa'dan-Batusitanduk terlihat pada hasil survey menggunakan metode PCI dan P/KRMS yang menunjukkan nilai PCI 91,36 (exelent) dan Nilai TTI P/KRMS 0 – 20 (baik) dimana hal tersebut menunjukkan kondisi yang sama dan hanya membutuhkan pemeliharaan rutin. Metode P/KRMS lebih efektif dan efisien karena P/KRMS memiliki perhitungan lebih detail, prioritas penanganan, dan kategori (responsive dan cyclic) dari metode PCI yang hanya berdasarkan perhitungan manual dengan tahun-tahun sebelumnya. The purpose of this study is to examine the type of damage that occurred on the Rantepao-Sa'dan-Batusitanduk road at the Public Works and Spatial Planning Office of South Sulawesi Province, Assessing routine road maintenance with damage level values based on the Pavement Condition Index (PCI) method, and the P/KRMS method; and Comparison of the two ways about Performance and Cost. The research was carried out by searching for primary data by measuring the extent of each damage using measuring devices/rulers through condition surveys on the road sections, which were the object of research in the field. While secondary data was obtained from the Public Works and Spatial Planning Office of South Sulawesi Province in the form of a map of the location of the road sections that were the object of research, a list of road segments, the strategic plan of the South Sulawesi Provincial Public Works and Spatial Planning Office and other supporting data. Based on the research results, it can be seen that the level of damage or road stability on the Rantepao-Sa'dan-Batusitanduk section is in excellent condition because the percentage of damage is 6.57%; The minimal damage that occurred on the Rantepao-Sa'dan-Batusitanduk section can be seen in the results of a survey using the PCI and P/KRMS methods which showed a PCI value of 91.36 (excellent) and a TTI P/KRMS value of 0 – 20 (good) which shows conditions and only requires routine maintenance. The P/KRMS method is more effective and efficient because P/KRMS has more detailed calculations, handling priorities, and categories (responsive and cyclic) than the PCI method, which is only based on manual estimates from previous years.
Pengaruh Agregat Kasar Batu Kali Manggaran Dan Batu Pecah Tapa Utama Terhadap Kuat Tekan Beton Pada Bangunan Struktur wati, Tisna; Firman, Annas; Kumalasari, Dwi; Annasir, Muhammad Abdul Malik; Rabbani, Nauval; Syakifudin, Riza; Alfin, Yusuf
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 10, No 1 (2024): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/jts-utu.v10i1.9413

Abstract

Abstract Good quality concrete is concrete whose basic ingredients are also of good quality. One of the ingredients that make up concrete that determines the compressive strength of concrete is coarse aggregate. Coarse aggregate itself is a resource that is easy to obtain, widely available in nature and in various types. According to its origin, coarse aggregate used as a building material for concrete can be divided into two, namely natural aggregate obtained from rivers and artificial aggregate obtained from crushed stone.  This research was carried out using 3 variations, namely 100% Kali Manggaran stone, 100% Tapa Utama crushed stone, and a combination of 50% Manggaran 50% Tapa Utama with a plan to use concrete quality K225 or 18.68 MPa, according to the minimum requirements of the concrete quality plan for structural work. The results of the research show that the use of 100% Manggaran river stone at a concrete age of 14 days is 14,834 MPa and 18,117 MPa. Meanwhile, the use of 100% crushed stone tapa Utama obtained a concrete compressive strength of 17,256 MPa at a concrete age of 14 days and 21,045 MPa at an age of 28 days and was in accordance with the planned concrete quality. The maximum compressive strength is the 100% crushed stone tapa Utama concrete variation with a concrete age of 28 days. Keywords: Coarse Aggregate, Compressive Strength of Concrete, Manggaran River Stone, Tapa Utama Crushed Stone 
Pengaruh Plastimen-VZ Pada Beton Dengan Agregat Pasir Pantai Sejarah Kabupaten Batu Bara Irwansyah, Muhammad; Z, Fynnisa; Septiriawan, Gilang; Maharani, Dwi; Damanik, Ficha Zuanda
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 9, No 2 (2023): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/jts-utu.v9i2.8101

Abstract

The use of concrete in construction continues to increase, so innovation in making concrete continues to grow. One of the innovations used in this study is to use additives to analyze the effect of concrete compressive strength on the use of historical beach sand and chemical additives (Plastimen-VZ) as concrete mixes using Mix Design SNI 2834-2000. Testing of the compressive strength of concrete was carried out at 3 and 7 days of age with a reference to normal concrete control of 24.90 MPa or equivalent to K-300 and the number of samples consisted of 18 samples with the added chemical Plastiment-VZ (Sika) 0%, 0.40 %, 0.80%. The results of the study using historical beach sand and Plastimen-VZ (Sika) meet the specifications for use as a concrete mix with a normal concrete control reference of 24 MPa with a compressive strength value of 24.76 MPa. The results of the compressive strength of concrete with a mixture of beach sand and Plastimen-VZ (Sika) 0.40% aged 3 days obtained an average of 24.99 MPa. The results of the compressive strength of concrete with a mixture of beach sand and Plastimen-VZ (Sika) of 0.80% aged 7 days obtained an average of 25.03 MPa.
Analisis Kebutuhan Air Irigasi di Lahan Pertanian Distrik Muara Tami, Kota Jayapura paseru, riswandy loly; Jansen, Davy Ivan Robert
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 10, No 1 (2024): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/jts-utu.v10i1.9318

Abstract

Food is one of the most basic needs for human existence. Food is a source of maintaining a person's health. In order to raise the standard of public health, the populace must routinely eat fulfillment, a basic need. To attain food self-sufficiency, there must be a corresponding rise in food production with population growth. The supply of irrigation water for food production must be balanced with the growth in food output. Utilizing water resources from Tami Dam, agricultural land with an irrigation area of 5000 Ha is located in East Koya and West Koya, Muara Tami District, Jayapura City. In order to ensure that there is enough water for every acre of agricultural land that is irrigated by irrigation water channels, irrigation water needs must be taken into account. To address a number of water-related issues that could become uneven, the requirement for irrigation water for food production must be taken into account. The methodology employed in this study begins with the collection of climatological data, followed by an analysis of percolation rates, an analysis of evaporation using the Penman method, an analysis of evapotranspiration using the Modified Penman method, an analysis of the water requirements for soil processing, and an analysis of the water requirements for rice plants. According to the study's findings, the Muara Tami District's maximum evapotranspiration (Eto) demand over the previous ten years was 7.22 mm/day, or 0.84 ltr/sec/ha. The Muara Tami District has a mandated irrigation water requirement (DR) of 1.99 ltr/sec/ha.
Percepatan Penyelesaian Proyek dengan Penambahan Tenaga Kerja Menggunakan Metode Least Cost Analysis Kumara, I Nyoman Indra; Tapa, I Gede Fery Surya; Indrashwara, Decky Cipta
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 10, No 1 (2024): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/jts-utu.v10i1.9229

Abstract

 The Denpasar City Police Multipurpose Building project experienced constraints on project implementation delays due to the Eid al-Fitr holiday. This obstacle resulted in a delay in the progress of project realization by 9.346% or 19 days. The planned progress in week 20 is 66.521%, but the realization in the field has only reached 57.175%. The remaining duration of the project work is 76 days. This analysis aims to optimize the cost and duration of the remaining work with the addition of labor using the least cost analysis method, so that the project can be completed on time and the contractor does not get a fine. The analysis uses primary data in the form of observation costs, facility costs, overhead costs and unexpected costs. Then secondary data in the form of contractor unit price analysis, cost budget plan (RAB), and S curve. The data is analyzed starting from the remaining project work, crashing duration, to finding the cost slope in each job, and using the least cost analysis method to get the optimum cost and duration. The results of the analysis state that the project optimization cost after acceleration is Rp 3,077,713,130.90 with the duration of project implementation accelerated from 76 days to 57 days. The acceleration of the project duration will save the project cost of Rp. 18,428,493.93. 
Groundwater Potential for Water Utilization in Sai Village Junna, Isra; Najimudin, Didin
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 10, No 1 (2024): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/jts-utu.v10i1.8209

Abstract

 Sai Village is one of the villages that is included in the administrative area of Soromandi District, Bima Regency, West Nusa Tenggara. The hilly topography of the village and the sea coast of the Flores Strait makes it very difficult for Sai Village to meet the water needs of agricultural irrigation, the conditions of the hills are arid so that farmers in Sai Village only rely on rainwater for cultivation or rain-fed land types. Sai Village relies on agricultural products for survival as evidenced by data on the number of farmers of 900 people and 311 farm laborers out of a total population of 3,079 people. Limited air irrigation is a major problem in agriculture in Sai Village, especially during the dry season. To overcome this problem, it can only be overcome by drilling water wells in areas that are considered to have the potential to contain fresh water with a total data of 69.29%. The water pump method is very effective in providing good water to rice, onions and crops, in the Sai 1 land area with an area of 35 hectares with a water requirement of 0.108 liters/second and the location of Sai 2 land with an area of 93 hectares with a water requirement of 0.245 liters/second whole water. Using a pump that circulates air of 0.0567 m3/second with a performance of 190.08 m3/day with a total engine operating hours of 23 hours 45 minutes.
Pengaruh Abu Bonggol Jagung Sebagai Substitusi Semen Terhadap Kuat Tekan Beton Alir Amalia, Taris Rizka; Rochmah, Nurul
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 10, No 1 (2024): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/jts-utu.v10i1.9474

Abstract

Abstract The use of flow concrete is the main choice in construction because of its high workability that facilitates compaction. In this study, utilizing corn cob ash as a partial substitution material for cement because the content of corn cob ash makes the waste potentially used as a concrete mixing material. One of the most important silica content in concrete is silica (SiO2). Corn cob ash has a fairly high silica content of 59%. Silica plays an important role in concrete because it can increase the compressive strength of concrete. This study aims to determine the effect of corn cob ash with variations of 0%, 4%, 5%, 7%, 9% on the compressive strength of flow concrete with a proportion of superplasticizer 1.5% at the age of 7, 21, and 28 days. From the results of the study, it can be concluded that the maximum compressive strength of concrete is in the CCA mixture of 7% at the age of 28 days of concrete, which is 35.22 MPa. The compressive strength of concrete with a mixture of 0% to 7% CCA continues to increase in each life of concrete. Based on the results of this study, corn cob ash as a partial substitution of cement can affect the compressive strength value of concrete. Keywords—Flow Concrete, Corn Cob Ash, Compressive Strength of Concrete
KAJIAN OPTIMASI KOMBINASI LDPE, CPO, BAN DALAM SEBAGAI PENGIKAT TERHADAP CAMPURAN AC-WC Refiyanni, Meidia; Opirina, Lissa; Ikhsan, Muhammad; Azwanda, Azwanda; Satria, Andrisman; Tripoli, Bambang
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 10, No 1 (2024): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/jts-utu.v10i1.9847

Abstract

Abstract Infrastructure development continues to increase, especially on highway pavement, requiring a lot of materials such as coarse aggregate, fine aggregate, filler and asphalt (Pen 60/70) as a binder. However, the depletion of petroleum reserves which has an impact on the availability of asphalt has encouraged innovation to reduce its use. One potential innovation is the use of a combination of plastic waste (LDPE), Crude Palm Oil (CPO), and used inner tubes as an alternative binding material. This research examines the optimization of the use of this combination in the Asphalt Concrete-Wearing Course (AC-WC) mixture. Indonesia, as a tropical country with a significant area of oil palm plantations, produces abundant CPO. In addition, high use of plastic produces plastic waste that is difficult to decompose, and Indonesia is one of the largest contributors of plastic waste in the world. By utilizing this waste in road pavement, this research seeks to reduce environmental impacts while providing alternative solutions for pavement materials. Tests were carried out with three variations, namely V1 = 3% LDPE : 2% CPO : 10% inner tube : 85% pen 60/70;  V2 = 4%LDPE : 2%CPO : 10% inner tube : 84% pen 60/70; V3 = 5%LDPE : 2%CPO : 10% inner tube : 83% pen 60/70 to determine the characteristics of stability, flow, VMA, Void in Mix (VIM), VFB, and Marshall Quotient (MQ). The test results show that the Optimum Asphalt Content (KAO) value is 5.5%. All variations meet the minimum stability specifications set by Bina Marga(2018). Keywords : LDPE, CPO, Karet Ban Dalam, Pen 60/70, AC-WC

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