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Wari Dony
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Program Studi Teknik Sipil Fakultas Teknik, Universitas Batanghari Jambi Jl. Slamet Ryadi, Broni-Jambi, Kodepos: 36122
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Jurnal Talenta Sipil
Published by Universitas Batanghari Jambi
ISSN : -     EISSN : 26151634     DOI : https://www.doi.org/10.33087/talentasipil
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Industrial & Manufacturing Engineering Materials Science & Nanotechnology
This journal publishes scientific articles on research results and reviews covering the fields of engineering
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 481 Documents
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Analisis Pengaruh Kompetensi Manajer Proyek terhadap Keberhasilan Proyek Kontruksi Transportasi Jalan Rel di Sumatera Bagian Barat Vianda, Rendi; Jumas, Dwifitra; Anif, Bahrul; Peli, Martelius; Fuadi, Al Busyra; Ariani, Vivi
Jurnal Talenta Sipil Vol 7, No 2 (2024): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i2.588

Abstract

The role of a project manager is a crucial factor that influences project success. To achieve project success, it is necessary to have project managers who possess the appropriate competencies to carry out their tasks. Respondents in this study are individuals who are directly involved and responsible for the implementation of railway projects in West Sumatra Province, totaling 61 people. Data collection was done by administering questionnaires to the research respondents. The data analysis used descriptive analysis to summarize and describe the data, while multiple linear regression was used to understand the relationship between independent variables (knowledge, skills, attitudes, behavior) and dependent variables (project success). Based on the analysis results, it can be concluded that factors such as knowledge, skills, attitudes, and behaviors have a significant impact on the success of railway projects in West Sumatra. The skill factor of project managers is the most dominant factor influencing the level of project success, with a contribution of 23.8%.
Analisis Penyelidikan Tanah Box Culvert STA. 4+550 dan STA. 8+575 dengan Sondir Manual Paket I.4 – Pembangunan Jalan Kawasan Industri Terpadu (KIT) Batang Sita, Tisara; Suryan, Viktor; Chandra, Putu Wisnu Ardia
Jurnal Talenta Sipil Vol 7, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i1.487

Abstract

The Government of the Republic of Indonesia is developing the Batang Integrated Industrial Estate (KIT), a national strategic project in the shape of an industrial park. A particularly vital industrial region, the Batang Integrated Industrial Estate (KIT) is situated in the northern economic corridor of Java and has access to the Trans Java Toll Road, the rail network, as well as nearby dry ports and port facilities. In order to connect the roads in the Batang Integrated Industrial Estate (KIT) with district roads and national roads or North Coast roads (Pantura), Package I.4-Road Construction of the Batang Integrated Industrial Estate was constructed. In order to ascertain the pertinent stratigraphic and physical characteristics of the soil on which the construction site was built, a soil investigation was conducted during construction. This process is used to assess whether the soil is stable enough to support the construction of a building. Data will be gathered in the form of soil resistance forces against the sondir or cone layers following an investigation or soil study. The sondir test can also be used to determine the required foundation depth, to precisely determine the original soil's bearing capacity, and to choose the appropriate type foundation to use. Location of Sta. 4+550 has a Box Culvert with sufficient embankment height so that it needs to be replaced as deep as -2.00 meters, while the location of the Box Culvert is at Sta. 8+575 embankment height is higher, it requires analysis of soil bearing capacity and settlement so that the replacement depth and use of mini pile foundation can be determined.
Evalusai Kinerja Simpang Tak Bersinyal (Study Kasus Simpang Jalan Sukomulyo dan Jalan Kyai H. Syafii Kec. Manyar Kab. Gresik) Ardianto, Rudi; Hepiyanto, Rasio
Jurnal Talenta Sipil Vol 7, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i1.367

Abstract

The intersection of Jalan Sukomulyo and Jalan Kyai H. Syafii is one of the 3 unsignalized intersections with quite high traffic levels. So it is necessary to conduct research on the performance of the intersection. This type of research was conducted using field observation methods. The primary data collection is done by making direct observations at the Sukomulyo road intersection and Kyai H. Syafii road. The LHR survey was carried out for one week by directly recording vehicles passing through the planning location at 15-minute intervals. When the data have been obtained, it analyzed based on the Directorate General of Highways MKJI 1997. The results of the analysis of the performance of the intersection at the Sukomulyo road intersection and Kyai H. Syafii road show quite good results even though many vehicles pass it. Morning traffic volume is 4220.8 pcu/hour, afternoon is 2071.6 pcu/hour, in the afternoon is 3741.3 pcu/hour. The morning intersection capacity is 6552.74 pcu/hour, the afternoon is 4805.38 pcu/hour, in the afternoon is 5500.06 pcu/hour. The degree of saturation in the morning is 0.64, afternoon is 0.43 and afternoon is 0.68. Morning delay is 7.79 seconds/hour, afternoon is 3.98 seconds/hour, in the afternoon is 8.57 seconds/hour. Probability of queuing in the morning with an upper limit of 35.22% and lower limit of 16.98%, Probability of queuing in the afternoon with an upper limit of 20.44% and a lower limit of 8.5%, Probability of queuing in the afternoon with an upper limit of 38.78% and a lower limit of 18.98% .
Tinjauan Strategis Perencanaan Infrastruktur Transportasi Berkelanjutan dan Berwawasan Lingkungan di Kawasan Ibu Kota Negara (IKN) Nusantara Hapriyanto, Aditya Restu; Azmi, Hafidzul
Jurnal Talenta Sipil Vol 7, No 2 (2024): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i2.546

Abstract

The development of sustainable transportation infrastructure in the Ibu Kota Ngara (IKN) Nusantara is an important issue in the context of the capital's relocation to East Kalimantan, Indonesia. Related research highlights key challenges such as environmental impacts, socio-economic changes, and the integration of technology in transportation that come into focus in planning and implementing sustainable infrastructure. Two of the analyzed studies emphasize the importance of setting and applying sustainable development principles as a foundation for this project. Efforts to develop smart transportation hubs based on digital technology are also highlighted to support sustainability. Through innovative solutions such as the application of electric energy in transportation and strategic policy development, transportation infrastructure that is efficient, environmentally friendly, and suits the needs of the people in IKN Nusantara can be realized. In conclusion, an integrated approach between policy, technology, and understanding of environmental impacts is key to achieving sustainable transportation infrastructure in the region.
Analisa Bangkitan Perjalanan di Wilayah Komplek Perumahan Safira Kota Jambi Das, Amsori M; Setiawan, Ari; Wahyudi, Danial
Jurnal Talenta Sipil Vol 7, No 2 (2024): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i2.559

Abstract

From data from BPS (Central Statistics Agency) Jambi City, the population of Jambi City in 2022 is 619,553 people with an area of 205.38 km2, has 11 sub-districts. Safira Housing is one of the housing complexes located in Talang Bakung Village, Paal Merah District, Jambi City. Population Safira housing ± 455 people. The increase in trips made by a number of Safira housing communities will cause traffic jams during peak hours such as when leaving and returning from work. This research method uses multiple linear regression with independent variables consisting of the number of family members X1, the number of family members who work X2, number of family members attending school x3, with trip generation as variable Y and then analyzed using the SPSS application. The variable that has a dominant influence on the dependent (dependent) variable is based on the standardized coefficient beta value, namely the variable number of family members attending school/college (X3), number of family members (X1), and number of working family members (X2). The trip generation analysis model at Safira Housing is: Y 2.257 + 0.275 X1 + 0.227 X2 + 0.528 From this model, the factors that influence the generation of Safira Housing trips are obtained, namely the number of family members (X1), the number of family members who work (X2), the number of family members who go to school/college (X3). Based on the R Square value of 0.621, this means that 62.1% of trip generation at Safira Housing is explained by the independent variables in the form of number of family members, number of family members working, number of family members attending school/university.
Intensifikasi Pengolahan Limbah Cair Laboratorium Melalui Proses Koagulasi dan Adsorpsi Studi Pengolahan Limbah Cair Laboratorium dengan Metode Kombinasi Fisika-Kimia Sufra, Rifqi; Panjaitan, Jabosar R.H; Alhanif, Misbahudin; Mustafa, Mustafa; Yusupandi, Fauzi; Adriansyah, Endi; Rahmadini, Gustia; Raqin, M. Rayhan; Herawati, Peppy; Suzana, Asih
Jurnal Talenta Sipil Vol 7, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i1.460

Abstract

Laboratory is one of the generators of hazardous liquid waste derived from chemicals used in practice and research. The waste is very dangerous when discharged into the environment because of the pollutants it contains. Therefore, it is necessary to treat the waste before it is disposed of to minimize the impact of pollution caused by the waste. The study aims to compare the effectiveness of zeolite adsorbents and activated carbon in reducing COD, TSS, and Cr heavy metals. Waste treatment is carried out by coagulation and adsorption methods. The adsorption process is performed using two types of adsorbents: zeolite and activated carbon. This study was carried out by variing the mass of the adsorbents at the time of complaining for 120 minutes in batches. Variations in the masses of the used 3, 5, 7, and 10 grams of adsorbenes. The results of the study showed that the more adsorbanes used, the higher the reduction of pollutant levels. The use of 10 grams of activated carbon adsorbents can reduce TSS pollutants levels of 92%, COD 95%, Cr 65%, and pH 5,0-6,38.
Green Concrete: Residu Pembakaran Sampah Plastik Dan Tekstil Sebagai Pengganti Sebagian Agregat Halus pada Campuran Beton Suryan, Viktor; Septiani, Virma; Nurfitri, Meta Amalia; Amalia, Direstu; Silitonga, Evandri; Chandra, Putu Wisnu Ardia; Febriansyah, Adha
Jurnal Talenta Sipil Vol 7, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i1.348

Abstract

Infrastructures are increasing as the population grows. The demand for building materials from the construction industry is also improving. Building materials like fine aggregates come from nature, such as sand. This research aims to partially replace natural fine aggregates in concrete mixes using plastic waste combustion residues. This research uses an experimental method with a quantitative approach. The test specimens used in this study were 24 pieces with a replacement percentage of 0, 5, 10, and 20% residue. The results of this study show that the average concrete strength for replacement of 0, 5, 10, and 20% is 23.77; 23.15; 19.47; 17.77 Mpa. At 5% replacement of fine aggregate, the percentage of concrete strength reached 97.4% of normal concretes. It can be concluded that concrete strength affects the partial replacement of fine aggregates with residues from the combustion of plastic and textile waste.
Skenario Pengembangan Sistem Angkutan Umum Khusus Pendidikan di Kota Palangka Raya Novellia, Angela; Silitonga, Sutan P.; Riani, Desi
Jurnal Talenta Sipil Vol 7, No 2 (2024): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i2.521

Abstract

The heavy traffic conditions, especially during peak hours such as school drop-off and pick-up times on R.A. Kartini Street and W.R. Sudirohusodo Street in Palangka Raya City, result in traffic congestion. Therefore, an alternative transportation solution to schools is needed in the form of Special Education Public Transport to reduce the use of private vehicles. This research aims to determine students' interest in using the level of student interest in the alternative transportation to schools by distributing questionnaires to 5 schools in Palangka Raya City, comprising 2 junior high schools and 3 senior high schools. The questionnaire results were then analyzed to obtain the percentage of students choosing Special Education Public Transport as their mode of transportation to school. Based on the analysis results, out of 336 students surveyed, it was found that 17.86% of students are willing to use the Peugeot Boxer School Minibus with a fare of Rp 2,500, 16.07% are willing to use the Isuzu Elf Microbus NRL with a fare of Rp 2,000, and 4.76% are willing to use the Suzuki New Carry Minibus with a fare of Rp 3,500. There is a need for socialization regarding the positive impacts of using Special Education Public Transport, not only to to reduce the use of private vehicles in Palangka Raya City but also as an alternative transportation method to schools.
Pengaruh Penambahan Asbuton LGA 50/30 pada Campuran AC-WC dengan Inovasi Limbah Styrofoam Ramadhan, Luthfiano Ikhsan; Pristyawati, Tantin; Devi, Rida Handiana
Jurnal Talenta Sipil Vol 7, No 2 (2024): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i2.648

Abstract

Indonesia’s road infrastructure requires 1.2 million tons of asphalt annually, but Pertamina can only supply 600,000 tons. This deficit compels the government and related stakeholders to seek alternatives to meet national asphalt needs and maintain road quality. This study aims to analyze the effects of adding Asbuton LGA 50/30 to Asphalt Concrete Wearing Course (AC-WC) with an innovative use of styrofoam waste. Experimental research was conducted to evaluate Marshall characteristics, including VMA (Void in Mineral Aggregate), VIM (Void in Mix), stability, VFA (Void Filled with Asphalt), and Marshall Quotient (MQ). Five styrofoam waste mix variations were tested at 2%, 4%, 6%, 8%, and 10% levels. For the 8% Asbuton mix, the highest stability was observed with 10% styrofoam, yielding a stability value of 2032.16 kg, VMA of 16.63%, VFA of 78.28%, VIM of 3.61%, flow of 2.45 mm, and MQ of 830.33 kg/mm. For the 9% Asbuton mix, the highest stability was achieved with 2% styrofoam, resulting in a stability value of 1882.35 kg, VMA of 16.21%, VFA of 80.17%, VIM of 3.24%, flow of 2.57 mm, and MQ of 735.72 kg/mm. The 10% and 2% styrofoam variations proved to be the most effective for AC-WC asphalt mixtures, as their Marshall values met the 2018 Bina Marga General Specifications, indicating that these styrofoam waste additions are optimal for AC-WC asphalt mixtures.
Analisis Perbandingan Produktivitas Tukang dan Pekerja Menggunakan Metode Time Study dan Analisis Harga Satuan Pekerjaan 2022 Alnisa, Putri; Nuswantoro, Waluyo; Waluyo, Rudi
Jurnal Talenta Sipil Vol 7, No 2 (2024): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i2.598

Abstract

The working time of handymen and workers before project implementation can be calculated from the labor coefficient in units of work quantity so that productivity can be known. However, between productivity based on the 2022 AHSP coefficient and field productivity often experience differences. This study aims to calculate the productivity of handymen and workers using the time study method and the comparison of the productivity of handymen and workers the time study method against the 2022 AHSP labor coefficient in the construction of projects in Palangka Raya City for red brick wall installation work. Data collection techniques with observation by recording work time and quantity of work as well as the number of handymen and workers. The data was analyzed using the time study method assisted by Microsoft Excel. The results showed that worker productivity: 6.38 m2⁄OH and handyman: 5.83 m2⁄OH. Comparison of work productivity using the time study method to the productivity of the 2022 AHSP coefficient in red brick wall installation work shows that worker productivity has a greater value and builders have a smaller value than productivity based on the 2022 AHSP coefficient.

Page 19 of 49 | Total Record : 481

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