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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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Analisa Perkerasan Kaku (Rigid Pavement) pada Ruas Jalan Simpang Pudak – Suak Kandis Kabupaten Muaro Jambi Arman Ismail; Amsori M Das; Ari Setiawan
Jurnal Talenta Sipil Vol 5, No 2 (2022): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v5i2.133

Abstract

The Simpang Pudak road section is a district road that connects Muaro Jambi with Jambi City. This road section is a link to the economic, social and cultural sectors of Muaro Jambi Regency and Jambi City, so that there are also factory vehicles crossing the Simpang Pudak road section, dominated by small and large trucks transporting economic products and other agricultural products. The condition of the Simpang Pudak Road is a flexible pavement that has destroyed its surface to the foundation layer below it. he purpose of this study is to analyze rigid pavement using the 1993 AASHTO method. Planning with a road length of 312.9 m and a width of 7 meters, with a subgrade CBR of 7.3%, with a W18 value in a year of 455,664,051. In this study, the ESAL value in 30 years was 24,814,115,134 ESAL, with a concrete slab thickness of 27.2 cm. With a continuous type of pavement connection with reinforcement with a plate length of 5.5 meters, M10–150 mm wiremesh reinforcement is installed. As well as installed Tie Bar reinforcement 16 mm with a length of 700 mm and a distance of 750 mm. As well as 32 mm Dowel reinforcement with a length of 450 mm and a distance of 300 mm.
Perencanaan Struktur Atas Jembatan Permanen Kelas A Dengan Balok Utama Baja Bentang 18 Meter Bayu Farul Rizki; Azwarman Azwarman; Ria Zulfiati
Jurnal Talenta Sipil Vol 5, No 2 (2022): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v5i2.124

Abstract

Jembatan adalah suatu struktur yang memungkinkan rute transportasi melintasi sungai, danau, kali, jalan raya, jalan kereta api dan lain – lain. Rute transportasi berupa, jalan kereta api jalan trem, pejalan kaki, rentetan kendaraan dan lain – lain. Dengan adanya jembatan, maka perekonomian akan semakin lancar begitu juga dengan produktivitas yang lain. Maka dari itu, untuk membangun Kontruksi Jembatan yang benar dengan perhitungan yang sesuai dengan SNI dan ketentuan yang berlaku. Pada penelitian ini yaitu perencanaan struktur atas jembatan permanen kelas A dengan balok utama baja bentang18 meter. Pembangunan jembatan ini dengan maksud untuk menggantikan jembatan Jl.Wali Songo yang sebelumnya, karena jembatan sebelumnya sudah terlihat rusak, dan sesuai pengawasan dan pertimbangan dari dinas PUPR Kota Jambi, jembatan ini sudah pada waktunya untuk diganti. Jembatan baru ini mempunyai lebar lantai jembatan9 meter, trotoar 2 x1 meter, panjang jembatan18 meter. Sandaran menggunakan pipa galvanis ϕ3”, Pelat lantai trotoar menggunakan desain pada jembatan Jl. Wali Songo yang  memiliki tebal 25 cm menggunakan beton tanpa tulangan dengan mutu K – 125. Pelat lantai jembatan memiliki tebal 20 cm menggunakan beton bertulang dengan mutu K – 350 dengan tulangan pokok D25 – 200 mm dan Ø20 – 140 untuk tulangan susut. Gelagar utama didesain menggunakan profil IWF 600.200.13.23 dan Gelagar melintang didesain menggunakan profil IWF 300.150.5,5.8. Pada penghubung geser (Shear Connector) digunakan konektor stud produk ANTEC dengan ukuran 19 x 150 mm dengan jumlah 28 buah per 5 meter yang disusun 2 baris dan jarak antar konektor stud didesain 35 cm. Pada sambungan antara gelagar memanjang dan gelagar melintang digunakan baut A325 Ø7/8” mm, dengan jarak antar baut 7 cm dan menggunakan plat penyambung profil L 100.100.10. Pada sambungan balok gelagar memanjang digunakan baut A325 Ø7/8” mm dengan total 16 baut pada sayap yang disusun 2 baris dengan jarak antar baut 10 cm dan 16 baut pada badan yang disusun 2 baris dengan jarak baut 10 cm. Untuk dimensi pelat penyambung sayap/flange menggunakan dimensi dengan tebal 23 mm, panjang 800 mm dan lebar 200 mm, untuk dimensi pelat penyambung badan/web menggunakan dimensi dengan tebal 13 cm, panjang 400 mm dan lebar 400 mm. Dengan digantinya gelagar beton bertulang pada jembatan sebelumnya dengan profil baja pada perencanaan, maka juga dapat menurunkan kemiringan oprit jembatan yang saat ini terlalu tinggi.
Analisa Kinerja Operasional Bus Rapid Transit Trans Siginjai Jambi Efik Nuansyah; Amsori Muhammad Das; Emelda Raudhati
Jurnal Talenta Sipil Vol 5, No 2 (2022): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v5i2.135

Abstract

Trans Siginjai sebagai layanan angkutan massal berbasis BRT (Bus Rapid Transit) yang ada di Kota Jambi, dalam proses perjalanan operasionalnya memunculkan keadaan yang belum optimal. Penelitian ini bertujuan untuk mengetahui kinerja operasional Bus Rapit Transit Trans Siginjai yang meliputi kapasitas, waktu tempuh rata-rata, Head Way untuk mengetahui kedatangan rata – rata aktual bus disetiap halte, Load Factor untuk mengetahui faktor muat BRT, dan mengidentifikasi parameter kenyamanan tempat duduk dan berdiri BRT Trans Siginjai Jambi. Berdasarkan hasil penelitian diperoleh waktu tempuh rata – rata yang dilakukan selama 3 hari pada hari kerja dan hari libur, hari Senin diperoleh waktu tempuh 35 menit, dengan rata – rata kecepatan bus 38 KM/Jam, hari Selasa 35,17 menit dengan kecepatan rata – rata 38 KM/Jam sedangkan hari Minggu 35,8 menit dengan kecepatan 37 KM/Jam. Head Way diperoleh waktu rata – rata 47 menit. Load Factor data penumpang pada tahun 2020 terjadi penurunan terendah pada bulan Mei sebesar 4,78 % dan load factor tertinggi pada bulan Februari sebesar 72,72 % dengan standar kenyamanan load factor yaitu sebesar 70 %. Untuk standar kenyamanan tempat duduk didapat sebesar 0,23 m²/space dengan standar kenyamanan 0,30 – 0,50 m²/space dan standar kenyamanan tempat berdiri didapat sebesar 0,25 m²/space standar kenyamanan 0.20 m²/space.
Analisa Tingkat Keselamatan Lalu Lintas pada Simpang Empat Puncak Jelutung dengan Metode Traffic Conflict Technique (TCT) M Darwin; Amsori M Das; Ari Setiawan
Jurnal Talenta Sipil Vol 5, No 2 (2022): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v5i2.129

Abstract

Accidents can occur due to several factor such as road, environmental and human factors. Jelutung peak red light intersection is a place that is prone to accidents due to conflicts between vehicles and other vehicles or between vehicles and pedestrians. The four-peak Jelutung intersection has a fairly large input and output capacity, and a fairly high density alternately in each lane during peak hours. This study aim to analyze traffic conflicts and examine the problems or damage that occurred at the intersection of Jl. Hayam Wuruk – Jl. D.I Panjaitan – Jl. Dr. Sumbiyono – Jl. Gajah Mada using the Traffict Conflict Technique (TCT) method which caused an accident. The method used in collecting data in this research is a field survey at 07:00-09:00 WIB. The result obtained are 8 types of conflicts that occur at the highest peak hour at 07:45-08:45 WIB, with the highest traffic violations occurring in type 7 conflict, namely with 87 cases of violations which are potential Serious Conflicts, in the shortest Time To Accident (TA) 0.18 seconds and the longest time is 0.53 seconds. Conflicts that occur are caused by vehicle factors, damaged road conditions, lack of complementary road facilities such as road marking and traffic signs, and lack of awareness of road users in obeying traffic regulations.
Evaluasi Sisa Material Pada Pembangunan Gedung Kantor Kejaksaan Tinggi Jambi Jufli Triyandi; Annisaa Dwiretnani; Ari Setiawan
Jurnal Talenta Sipil Vol 5, No 2 (2022): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v5i2.140

Abstract

In the Jambi High Prosecutor's Office Building Construction Project, remnants of project materials were found. Waste material is one of the serious problems in the implementation of construction projects. Therefore, it is necessary to do a careful and precise calculation in determining the amount of material needed to be used in the project as well as an evaluation of the use of these materials. The aim of this research is; calculate the largest percentage of material waste costs during project implementation, identify the causes of material waste, and find ways to minimize material waste after conducting analysis and evaluation. The method used is a sociological juridical type, which is a type or type of research that emphasizes field research. To obtain data in the field by conducting interviews with the project supervisory consultant and data on images and photos of the project. The result of the observation of processed data is that the largest percentage of residual material costs is obtained from the concrete coral material with the highest percentage of 26.553% of the total cost of the remaining material. As for the causes of material remnants on the job, the first is coming from the factor of throwing or throwing material, workers in the field often throw material such as when casting columns and beams where a lot of concrete is wasted out of the formwork, another cause occurs in the skill factor Based on the skills of workers, there are some remnants of boards from making formwork on columns and beams. And also when cutting iron, a lot of iron can't be reused because the rest of the iron that is cut is too small. The conclusion is that there is residual material in this project from the factor of throwing or throwing material carried out by workers and on the skill factor of the worker.
Analisis Potensi Permintaan (Demand) Trans Siginjai Rute Telanai Pura - Sengeti Muhammad Padri; Ade Nurdin; Dyah Kumalasari
Jurnal Talenta Sipil Vol 5, No 2 (2022): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v5i2.134

Abstract

Jambi City is the capital city of Jambi Province as the center of government, education, business and trade. As a city center, it will certainly continue to develop. The mobility of the people certainly increases and causes movement, and the population continues to increase. Impact on increasing community economic and socio-cultural movements as well as community movement activities by transportation vehicles on road traffic. The operation of the trans Siginjai bus transportation mode with the aim of making it easier for people to reach places in urban areas and the buffer areas of the city of Jambi. The purpose of this study is to determine the characteristics of travellers and the choice of modes to determine the probability/potential demand (Demand) of trans siginjai by using the attributes of cost, travel time, waiting time, frequency of departure and level of comfort with stated preference method using 4 scenarios. Based on the results of the research, the probability/potential (Demand) of trans siginjai in scenario 1 is 79.7%, while private cars are 20.3%. In scenario 2, trans siginjai is 70.4% while private cars are 29.6%. In scenario 3 trans siginjai is 72.3% while private cars are 27.7%. In scenario 4, trans siginjai is 67.2% while private cars are 32.8%. From all the attributes of the transportation mode scenario, the probability/potential of the trans siginjai is greater than that of a private car and also from the 4 scenarios, the percentage of scenario 1 is greater than the other scenarios.
Analisa Pengembangan Jaringan Irigasi Batang Uleh Kabupaten Bungo Ma’as Shobirin Shetarro; Azwarman Azwarman; Susiana Susiana
Jurnal Talenta Sipil Vol 5, No 2 (2022): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v5i2.125

Abstract

Daerah irigasi Batang Uleh adalah sumber utama penyalur air di dua kecamatan yaitu kecamatan Tanah Tumbuh dan kecamatan Tanah Sepenggal dan 8 ( dealapan) Desa, yaitu desa Bukit Kemang, Desa Sungai Rambah, Desa Koto Jayo, Desa Pedukun, Desa Candi, Desa Embacang, Desa Lubuk Landai dan Desa Tanah Bekali. Pada studi ini akan diketahui indeks kinerja jaringan irigasi dan perencanaan profil saluran berdasarkan peraturan Menteri PUPR No.12/PRT/2015 dan SNI 03-3424-1994. Pada studi ini didapat skor kinerja Prasarana Fisik jaringan irigasi sebesar 31,45 dari nilai max 45, Produktivitas Tanam 8,20 dari nilai max 15, Sarana Penunjang 4,00 dari nilai max 10, Organisasi Personalia 8,05 dari nilai max 15, Dokumentasi 2,30 dari nilai max 5 dan IP3A/GP3A 3,00 dari nilai max 10. Dengan ini nilai indeks kinerja jaringan irigasi Batang Uleh sebesar 57,00 (55%-69%) dan perencanaan profil direncanakan di dua titik dengan lebar saluran 2,6m, tinggi saluran 1,55 dan Panjang saluran 7.242m
Penerapan Rekayasa Nilai (Value Engineering) pada Proyek Pembangunan Gedung Kantor Pusat Layanan Haji dan Umroh Terpadu Kementerian Agama Kab. Batanghari Adella Sumarda; Annisaa Dwiretnani; Wari Dony
Jurnal Talenta Sipil Vol 5, No 2 (2022): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v5i2.136

Abstract

Value Engineering (VE) or in Indonesian called Value Engineering is a method that analyzes the problems of a project through a systematic and organized approach by eliminating unnecessary costs without reducing the function, appearance, quality and reliability of the project. In accordance with the regulation of the Ministry of Public Works No. 222/KPTS/CK/1991, the Directorate General of Human Settlements stated that buildings with a value of over 1 billion must be carried out a Value Engineering analysis. Value engineering can be viewed in terms of materials or materials, implementation methods and implementation time. The application of the value engineering method in the Construction of the Integrated Hajj and Umrah Service Headquarters of the Ministry of Religion, Batang Hari Regency, is reviewed in terms of architectural work, namely by reviewing the use of materials in Floor, Ceiling, Roofing, Sills work. Value engineering analysis is carried out in five stages, namely: Information Stage, Creative Stage, Analysis Stage, Development Stage, and Percentage/Recommendation Stage. The information stage is carried out to look for work items that have the potential to have high costs, this can be done by means of a cost model, breakdown, and Pareto analysis. Based on the Pareto analysis, there are 5 work items that have the potential to be carried out by value engineering. In the creative stage, alternative ideas are generated where the quality, function and quality are the same, but at a lower price. The development stage is a comparison between the alternatives that will be obtained at the analysis stage. The recommendation stage is the result of the selected alternatives. At the recommendation stage, the results of the application of the value engineering method are that the material used for floor installation work is 60x60 ceramic, for ceiling work is plywood, for roof work is sand metal tile, for door frame work, windows and ventilation are aluminum frames. Alexindo 4 inch. The total cost before applying value engineering is Rp. 1,454,030,488,23 after applying value engineering there is a cost of Rp. 1,408,960,835.40. The cost efficiency that can be applied in this Development Project is 3%. The value engineering method can reduce the cost of planning the construction of the Integrated Hajj and Umrah Service Center Office Building, Ministry of Religion, Batang Hari Regency.
Analisa Indeks Kinerja Sistem Irigasi Pada Daerah Irigasi Batang Sangkir Kab. Kerinci Dimas Adi Prasetio; Azwarman Azwarman; Susiana Susiana
Jurnal Talenta Sipil Vol 5, No 2 (2022): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v5i2.130

Abstract

Batang Sangkir Irrigation Area in Kerinci district was built in 1984. Over time, the function of irrigation network services has decreased, so the operation and maintenance of irrigation networks is an activity that is very much needed to keep irrigation network performance maintained. In this regard, an assessment of the Irrigation System Performance Index in the Batang Sangkir Irrigation Area needs to be carried out to assess aspects or components that are not yet optimal in this irrigation area for immediate special handling or improvement. The assessment begins with an inventory of the condition and function of physical infrastructure, crop productivity results, supporting facilities, organization, documentation and P3A institutions to determine the performance value and recommendations for handling it. The results of the irrigation system performance index in the Batang Sangkir irrigation area are 63.47% which is included in the performance category is not good and needs attention. With the value of physical infrastructure 30.40%, crop productivity 13.80%, supporting facilities 3.43%, documentation 3.50% and P3A institutional 1.65%. Based on the value of this performance index, special maintenance and repair of physical facilities is required. at several points that were damaged, facilitated supporting facilities for OP officers so that officers were more agile in their activities, and gave P3A more attention so that they could contribute to maintaining and making good use of Batang Sangkir irrigation in the future.
Studi Struktur Portal Baja Gedung Workshop Alat Berat Di Balai Wilayah Sungai Sumatera VI Tahap II Dengan Metode DFBK dan DKI Bintang Muliardi Utamas; Suhendra Suhendra; Wari Dony
Jurnal Talenta Sipil Vol 5, No 2 (2022): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v5i2.141

Abstract

Analysis of calculations and planning in steel structures there are 2 methods that are usually used, the methods are the method load factor and resistance design (DFBK) and the method allowable strength design (DKI). The method DFBK is a method that takes into account the working load multiplied by several safety factors so as to produce a factored load which is then used to calculate or plan a building, while the method DKI is a method that does not depend on the combined load factor in the calculation and in its planning, but uses stresses. permission which basically this method emphasizes the duration factor of the load that occurs on the structure. In this case study, the author aims to compare the method DFBK and so what distinguishes the two methods in a gable frame steel portal building. Both methods use the H-Beam 200.200.7.11 steel profile for the column, the I-WF 200.100.5.5.5.8 steel profile for the beam, and the CNP steel profile 100.50.5.7.5 with internal force analysis on the steel portal carried out with the program SAP 2000 with loading in accordance with SNI 1727-2020 and the results of the program SAP 2000 taken the largest moment, shear and axial for the calculation of the steel structure portal. Based on the results of the calculation of the deflection of the method DFBK of 2.4 cm, the bolts used were 10 bolts and the base plate thickness was 15 mm. While the method DKI of deflection is 2.1 cm, the bolts used are 6 bolts and the base plate thickness is 14 mm. Based on the results of the study and the conclusion that the deflection of the method DKI is smaller than the method DFBK, the bolt requirements and base plate thickness of the method DFBK are closer in terms of construction, so the method DFBK is safer and stronger.

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