cover
Contact Name
Dr. Eng. Irfan Prasetia
Contact Email
jtb@ulm.ac.id
Phone
+628115017165
Journal Mail Official
jtb@ulm.ac.id
Editorial Address
Program Studi Magister Teknik Sipil Fakultas Teknik Universitas Lambung Mangkurat Alamat: Jl. Brigjend H. Hasan Basri Banjarmasin, Indonesia
Location
Kota banjarmasin,
Kalimantan selatan
INDONESIA
Jurnal Teknologi Berkelanjutan
ISSN : 23028394     EISSN : 26209276     DOI : -
Indonesia, khususnya Kalimantan, dengan segenap karakteristiknya yang didominasi oleh daerah rawa, lahan basah dan tanah lunak, mensyaratkan tersedianya bidang kepakaran dan teknologi yang spesifik. Oleh kearena itu, sharing tentang perkembangan teknologi dan riset khususnya di bidang teknik menjadi suatu kebutuhan. Keunggulan dan kompetensi yang demikian merupakan hal yang fundamental dalam penyediaan solusi bagi masalah-masalah yang ada. Dilatar belakangi oleh hal tersebut, Program Studi Magister Teknik Sipil Universitas Lambung mangkurat (PSMTS ULM) bersama alumni Fakultas Teknik tergerak untuk membuat jurnal ilmiah PSMTS ULM. Jurnal Teknologi Berkelanjutan (JTB) pertama kali diterbitkan pada tanggal 04 April 2012 dengan ISSN 2302-8394. Hasil penelitian ilmiah, sumbangan ide, tambahan wawasan dan pengetahuan serta solusi yang ditawarkan atas permasalahan yang timbul dapat dipublikasikan dan disebarkan secara luas melalui jurnal ini.
Articles 115 Documents
MANAJEMEN TATA RUANG YANG OPTIMAL DENGAN MEMPERHATIKAN KINERJA JALAN A. YANI KM. 33 s.d. KM. 41 Dauly, Mohammad Riza
Jurnal Teknologi Berkelanjutan Vol 8 No 01 (2019): Vol 08 No. 01
Publisher : Lambung Mangkurat University Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (4687.872 KB) | DOI: 10.20527/jtb.v8i01.157

Abstract

Martapura City and Banjarbaru City are two poles of growth that are experiencing rapid development in the South Kalimantan Province. These two cities are also part of the Banjar Bakula Metropolitan Area. Rapid development, resulting in the transportation sector, has an important and strategic position. This development led to a decrease in the level of road services. The decrease in the level of road network services is indicated by, among others, a reduction in the speed of vehicle operation, congestion in areas of travel attraction. These problems cause many roads that operate with much lower capacity compared to their capacity, so it is necessary to find an optimal solution in the development of transportation infrastructure by analyzing the economical components of road infrastructure development and paying attention to the function of zones along the Jalan Jend Corridor. A. Yani Km.33 to d. Km 41. The study was conducted by analyzing the spatial plan, the existing conditions of traffic performance on the Jalan A. Yani network, Martapura City, and Banjarbaru City. Then scoring analysis of alternative transportation infrastructure development can improve the performance of Jalan A. Yani. The next stage is an economic analysis that takes into account components such as Time Value, BOK, estimated construction cost components, NPV, and BCR in order to obtain optimal transportation infrastructure development solutions. Based on the results of the study, to improve the performance of the road network on Jalan A. Yani, a solution was chosen in the form of infrastructure development of the Banjarmasin toll road (Sungai Lulut) - Martapura. As for the results of the economic analysis found, each was an NPV of - Rp. 3,406,043,000,000.00; BCR of 0.001.
SISTEM KELAYAKAN INVESTASI REAL ESTATE PADA PERUMAHAN CITRA GARDEN Nirwana, Hanifah Dwi
Jurnal Teknologi Berkelanjutan Vol 8 No 01 (2019): Vol 08 No. 01
Publisher : Lambung Mangkurat University Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (114.176 KB) | DOI: 10.20527/jtb.v8i01.156

Abstract

Real estate. A review of market, legal, technical and environmental and financial aspects is an important part of determining investment viability. The sequence of processes in conducting a study of these aspects is mostly not done by the developer systematically, so it requires a relatively long time. To facilitate developers in conducting studies on the feasibility of real estate investment, a series of procedures that are systematic and integrated into a system need to be made. The real estate investment feasibility system (SKIR) compiled in this study is limited to middle to upper scale housing located in the city of Banjarmasin and its surroundings. This system is realized into a computerized environment, with the hope that the process of conducting a feasibility study will be more effective. The results of this study are in the form of Real Estate Investment System Application Program. This system uses the Windaw XP operating system with the Microsoft Visual Foxpro 9.0 programming language where the application program can be directly connected to the database. The SKIR program validation was tested with the object of the Citra Garden Housing study with the results of the system running well.
PENGOPTIMALAN PENANGANAN SIMPANG EMPAT DI KAWASAN BUNDARAN KECIL: STUDI KASUS BUNDARAN KECIL KOTA PALANGKA RAYA Yuliyesty, Cheria
Jurnal Teknologi Berkelanjutan Vol 8 No 01 (2019): Vol 08 No. 01
Publisher : Lambung Mangkurat University Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (201.728 KB) | DOI: 10.20527/jtb.v8i01.155

Abstract

Bundaran Kecil area in Palangka Raya is a very strategic and historic area on the road network in Palangka Raya City. Intersection in the area of ​​the Bundaran Kecil is a level intersection that has an asymmetrical axis and is equipped with traffic lights. Many intersections in urban areas are often not well planned, especially with regard to traffic lights and the geometry which makes control of vehicles difficult. The purpose of this research is to find out performance optimization and provide alternative solutions for handling intersections in the Bundaran Kecil area by using the Indonesian Road Capacity Manual (MKJI) for the present and the next 5 years. The results of existing conditions for the present study indicate that the value of the degree of saturation is above 1 with the level of service F. This shows that the intersection in the Bundaran Kecil requires a traffic management and signal cycle modification. The results of the analysis of several modifications obtained the best solution for the present time is a two-phase signal cycle with a degree of saturation of 0.4493. And after modifying the signal cycle, the best solution for the next 5 years is a 2-phase signal cycle with a degree of saturation of 0.7523.
The Effect of Change in Hole Diameter to the Bored Piles Capacity: A Case Study on Balang Island Balikpapan Indonesia Mawarji, Muhammad An Al; Arifin, Yulian Firmana
Jurnal Teknologi Berkelanjutan Vol 9 No 01 (2020): Vol 09 No. 01
Publisher : Lambung Mangkurat University Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/jtb.v9i01.167

Abstract

Jembatan Pulau Balang dibangun melintasi teluk Balikpapan menghubungkan Kabupaten Penajam Paser Utara dengan Kotamadya Balikpapan. Bangunan atas Jembatan Pulau Balang adalah cable stayed yang disokong oleh 2 buah pylon. Struktur bawah dari Pylon disokong oleh kelompok bored pile dimana pada saat pengecoran ditemukan volume aktual beton lebih besar dari volume rencana pile. Penelitian ini bertujuan mengetahui perubahan dimensi lubang bor dan daya dukung bored pile karena perubahan dimensi lubang bor tersebut. Analisis dilakukan dengan membandingkan daya dukung rencana, daya dukung aktual, dan daya dukung yang didapat dari pengujian beban bi-aksial Osterberg Cell Test. Dari perhitungan daya dukung menggunakan persamaan daya dukung selimut daya dukung ujung dan pengujian daya dukung berdasarkan OC Test didapatkan daya dukung aktual lebih dari daya dukung rencana, dan lebih dari daya dukung hasil pengujian lapangan. Didapatkan juga perbedaan diameter aktual lubang bor tidak berhubungan dengan jenis lapisan tanah yang ada. Besarnya kenaikan daya dukung hasil OC test terhadap 2xQizin tidak sebanding dengan kenaikan akibat pembesaran diameter tiang. Sehingga kenaikan besarnya hasil OC test dapat disebabkan oleh pembesaran diameter atau bersama-sama dengan faktor lain.
KAJIAN PENGEMBANGAN RUMAH TIPE 36 SEBAGAI DASAR PENERAPAN KONSEP RENOVABLE PADA PERUMAHAN DI BANJARMASIN Rafik, Aunur
Jurnal Teknologi Berkelanjutan Vol 8 No 01 (2019): Vol 08 No. 01
Publisher : Lambung Mangkurat University Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (245.248 KB) | DOI: 10.20527/jtb.v8i01.153

Abstract

The Government through the Decree of the Minister of Settlement and Regional Infrastructure Number: 403 / KPTS / M / 2002 regarding Technical Guidelines for the Construction of Healthy Simple Houses states that the house is one of the basic human needs. It is necessary to create conditions that can encourage the construction of affordable housing for all levels of society, can be built in stages (growing houses) and able to meet the needs of residents. Occupants' needs can be assessed from the housing developments undertaken by residents. This study aims to analyze the application of renovable design concepts in type 36 homes by analyzing the basic needs of the occupants of the house, the area of ​​space and its development and building components. In this study data were collected from housing populations in Banjarmasin City. The sampling technique used is cluster sampling and proportional sampling. Sampling of respondents in each housing is done by using random sampling techniques. Data from 241 occupants were then tested by Validity Test and Reliability Test then analyzed by descriptive method and the results were used as a basis for applying renovable design concepts. The results showed that the basic needs of residents who were not met were the size of the room, the area of ​​home equipment (home accessories), the pattern of the relationship between space, the level of perfection of ventilation / wind-wind, shape and appearance (aesthetics) and the color of the house. The room that was dominantly overhauled was the family room, bathroom / lavatory and living room. The dominant plus space is the kitchen and dining room. The dominant building component developed is the wall. The basic pattern of development that is the basis for the renovable concept floor plan is the type 3 pattern (the location of the origin of the bathroom /WC is in the middle of the house between two rooms) because it has space efficiency, cost and implementation time.
PROSEDUR PENENTUAN PRIORITAS PEMELIHARAAN GEDUNG SEKOLAH MENENGAH ATAS NEGERI DI KABUPATEN BALANGAN Mulyadi, Bambang
Jurnal Teknologi Berkelanjutan Vol 8 No 01 (2019): Vol 08 No. 01
Publisher : Lambung Mangkurat University Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (144.896 KB) | DOI: 10.20527/jtb.v8i01.154

Abstract

School buildings have a very important function in the development and growth of education in an area in an effort to realize equitable educational development. Hence, school buildings are infrastructures that need to be managed properly. But according to their characteristics, the quality of school buildings always tends to decrease which is indicated by physical damage in the buildings. Due to funding constraints faced by the Government of Balangan Regency, as well as the many requests for the construction or rehabilitation of state high school buildings from every one fiscal year, the research method needed is Analytical Hierarchy Process (AHP). The object of the study was all public high school buildings in Balangan Regency which were sourced from the Balangan Regency Regional Budget. Secondary data obtained from the Office of Education and the head of senior high school / district vocational. Balangan, Primary data were obtained from distributing questionnaires to 22 respondents, namely the 19th Regional Budget Revenue and Expenditure Team (TAPD) and 3 related Agencies of respondents. The results of the study have been made Priority Building Procedures for School Buildings consisting of stages namely Primary Data Collection, Distribution of Questionnaire Phase I, Determination of Criteria, Preparation of PBS Hierarchy Procedures, Distribution of Questionnaire Phase II and Weighting of Importance of Criteria.
MODEL TRANSPORT DEMAND BANDAR UDARA SYAMSUDIN NOOR BANJARMASIN Priadikusumah, Ginanjar
Jurnal Teknologi Berkelanjutan Vol 8 No 01 (2019): Vol 08 No. 01
Publisher : Lambung Mangkurat University Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (739.84 KB) | DOI: 10.20527/jtb.v8i01.147

Abstract

Syamsudin Noor Airport, which function has been changed to the Central Dissemination Airport since 2007, will definitely experience an increase in aircraft movements, passenger movements and goods. To provide infrastructure and facilities that meet these needs, it is necessary to make predictions about the needs that will occur. The need of passengers is a function of the free variable, where in general candidates for the free variable are characteristics of population activities that are reflected in the form of land use and demographic and socio-economic characteristics of the population. By using a basic service area around the airport and using demographic and socio-economic factors in the service area, a trip generation model from Syamsudin Noor airport was created. The modeling formula based on the best formulation for passenger departures is: Y = 28626,596 + 5,861.X1 + 215,232.X2 with a value of R2 = 0.890, the variables that determine Foreign Tourists (X1) and Industrial Workers (X2). Formulation for passenger arrivals: Y = 29371,093 + 6,346.X1 + 201,443.X2 with a value of R2 = 0,891, the variable that determines Foreign Tourists (X1) and Industrial Workers (X2). The transport demand model obtained is used as a basis for predicting the number of domestic air passengers at Banjarmasin Syamsudin Noor Airport.
PERBANDINGAN BIAYA ANTARA PERKERASAN ASPAL DAN KONSTRUKSI INTERBLOK Laurent, Rano
Jurnal Teknologi Berkelanjutan Vol 8 No 01 (2019): Vol 08 No. 01
Publisher : Lambung Mangkurat University Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (168.448 KB) | DOI: 10.20527/jtb.v8i01.146

Abstract

Considering the high cost of maintaining asphalt pavement, we need an alternative that is able to provide optimal results and economic costs, in this case using interlocking pavement construction. Interlocking construction pavement has several advantages from asphalt pavement, including being able to be done manually so that construction and road maintenance costs can be reduced. The purpose of this research is to study the design of asphalt pavement thickness and interblock construction using the AASHTO '93 method. The analysis methods were to calculate the construction costs of each pavement, to prepare maintenance cost scenarios and to conduct an economic analysis over the life of the plan to determine the economic type of pavement. The results showed that the research road section with a length of 285 m and a width of 20 m with a W18 value of 12,714,787.73 SS obtained asphalt pavement thickness used was 10 cm for the surface layer, 15 cm for the foundation layer and without using the bottom foundation layer , while in the interlocking pavement construction, the thickness used is 10 cm for paving and 5 cm for base sand (surface layer), 15 cm for the foundation layer and without using the bottom foundation layer. Construction and maintenance costs for 20 years for both types of pavement are Rp. 691,580,145.00 for asphalt pavement and Rp. 567,160,545.00 for inter-block pavement construction, this shows that asphalt pavement is 18% more expensive compared to inter-block pavement so that inter-block pavement is more economical to use for pavement used as container traffic.
ANALISIS KERUSAKAN JALAN DI RUAS SIMPANG BERENG BENGKEL TUMBANG NUSA Feriko, Ahmad Gama
Jurnal Teknologi Berkelanjutan Vol 8 No 02 (2019): Vol 08 No. 02
Publisher : Lambung Mangkurat University Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (307.712 KB) | DOI: 10.20527/jtb.v8i02.135

Abstract

The traffic volume on Jalan Simpang Bereng Bengkel - Tumbang Nusa Road is relatively dense with relatively heavy loads. Along with the time when there is a decrease in the value of the pavement construction, resulting in damage to the pavement. In the road section, a traffic lane has been widened, overlay pavement (overlay). In damaged road pavement areas, the repair is often carried out by patching (patching), but there is still damage to the road pavement in the section. Therefore it is necessary to conduct research on material savings and how to make improvements in accordance with applicable regulations or standards, with the addition of appropriate implementation costs. The research objective is to determine the type of damage, evaluate road damage. The results of the evaluation and analysis of the value of the pavement conditions with the method of asphalt institute MS-17 (Pavement Condition Rating / PCR), prevention of damage to segments/sta. 28 + 850 to 30 + 050 handling with overlays, segments / sta. 31 + 150 to 31 + 650 handling with overlay, and segment / sta. 33 + 500 to 33 + 700 handling with routine maintenance. The results of the analysis and evaluation of pavement thickness using the PtT-01-2002-B method, prevention of damage to segments/sta. 28 + 850 to 30 + 050 handling with overlays, segments / sta. 31 + 150 to 31 + 650 handling with overlay, and segment / sta. 33 + 500 to 33 + 700 handling with overlays. Segment pavement thickness/sta. 28 + 850 to 30 + 050 overlay with 23 cm thick asphalt concrete, overlay with a combination of 7 cm concrete asphalt and 46 cm LPA. Segment / sta. 31 + 150 to 31 + 650 overlay with 24 cm thick asphalt concrete, overlay with a combination of 7 cm concrete asphalt and 49 cm LPA. Segment / sta. 33 + 500 to 33 + 700 overlay with asphalt concrete thickness 28 cm, overlay with a combination of asphalt concrete 7 cm and LPA 61cm.
ANALISIS VARIASI BIAYA KONSTRUKSI ATAS DASAR PERBEDAAN KONSTRUKSI PONDASI DAN LANTAI Muhammad, Muhammad
Jurnal Teknologi Berkelanjutan Vol 8 No 02 (2019): Vol 08 No. 02
Publisher : Lambung Mangkurat University Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (80.384 KB) | DOI: 10.20527/jtb.v8i02.138

Abstract

There are various types of shophouses construction in the city of Banjarmasin. Some use a foundation centered on the column, and there is also a continuous foundation on sloof. There is a floor construction that uses a staging system, and some uses a backfill system, so the cost per square meter of shop-building costs also varies. The research objective is to find out / find variations in construction costs per-m2 based on the type of foundation and floor construction and what is the minimum construction cost per-m2 in the construction of shophouses in the city of Banjarmasin if related to the types of foundation and floor construction. This research seeks to explore and utilize data obtained from the construction of shophouses built around the Banjarmasin city area, both those that have already been completed and those that are still in the construction stage. This study includes a calculation of the cost of building a shop construction on 4 types of combined construction, namely 2 types of foundation construction and 2 types of floor construction so that it can be seen the minimum cost of a combination of the two types of shophouse construction in the city of Banjarmasin.

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