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Progressive : Journal of Advanced Engineering and Technology
Published by PT. Progressive Academic Press
ISSN : -     EISSN : 31247687     DOI : -
Core Subject : Science, Engineering,
Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Electrical & Electronics Engineering Engineering Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mechanical Engineering
Progressive Journal of Advanced Engineering and Technology (PJAET) is a peer-reviewed journal that publishes original research and review articles in the field of engineering and technology. The journal aims to provide a platform for researchers, academicians, and professionals to disseminate cutting-edge advancements and innovative solutions in various engineering disciplines. The scope of PJAET includes, but is not limited to, the following areas: Electrical and Electronics Engineering, Mechanical and Manufacturing Engineering, Civil and Environmental Engineering, Computer Science and Information Technology, Chemical and Biochemical Engineering, Interdisciplinary and Emerging Technologies PJAET welcomes high-quality manuscripts that contribute to theoretical foundations, practical implementations, experimental studies, and case studies in engineering and technology. The journal encourages submissions that address global challenges, promote sustainability, and foster innovation in engineering practices.
Arjuna Subject : Teknik (semua kategori) - Teknik (Lain-Lain)
Articles 10 Documents
 1 
IMPLEMENTASI BUILDING INFORMATION MODELING (BIM) PADA PEMODELAN GEDUNG PUSAT PERKANTORAN MTS MUHAMMADIYAH LIMO KAUM MENGGUNAKAN APLIKASI OPEN BUILDING Alqofi Khasafaldo; Deddy Kurniawan; Surya Eka Eka Priana
Progressive Journal of Advanced Engineering and Technology Vol 1, No 1 (2026): Vol 1 No 1 Januari 2026
Publisher : Progressive : Journal of Advanced Engineering and Technology

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Abstract

Open Building merupakan salah satu software  yang mendukung konsep Building information modeling (BIM). Dengan menggunakan software  ini pengguna dapat membuat model virtual bangunan layaknya bangunan sesungguhnya dan menganalisis pemodelan disetiap pekerjaan. Penelitian ini bertujuan untuk mengetahui dan mendapatkan output 3D BIM dalam penerapan pemodelan pekerjaan structural, architectural, mechanical, plumbing. menggunakan software  Open Building  serta mengetahui hasil selisih perhitungan analisis pemodelan bangunan menggunakan metode BIM dengan konvensional. Penelitian ini dilakukan dengan menggunakan studi kasus pada Proyek Pembangunan Gedung Pusat Perkantoran MTS Muhammadiyah Limo Kaum berada di Andurin Dusun Tuo Lima Kaum, Lima Kaum, Kec. Lima Kaum, Kab. Tanah Datar, Sumatera Barat. Data yang digunakan dalam penelitian ini berupa data Detailed Engineering Drawing (DED) yang didapatkan dari dokumen proyek kemudian data tersebut di modelling ulang menggunakan software  Open Building. Hasil dari penelitian ini adalah konsep BIM dapat mempermudah dalam pengelompokkan informasi yang dibutuhkan pada pekerjaan Pembangunan Gedung Pusat Perkantoran MTS Muhammadiyah Limo Kaum dengan efektif dan efisien dalam memanfaatkan material, dan dapat meminimalisir kesalahan pada pekerjaan. Dari penelitian ini terdapat perbedaan pemodelan antara analisis menggunakan software  Open Building  dengan metode konvensional yaitu dalam bentuk pemodelan 3D gedung.Keywords: Building Information Modelling (BIM), Pembangunan Gedung Pusat Perkantoran MTS Muhammadiyah Limo Kaum, pemodelan, Open Building. 
ANALISIS STABILITAS TURAP TIANG PADA PEMBANGUNAN DERMAGA JETTY DI DESA KUBU, KUMAI, PANGKALAN BUN, KALIMANTAN TENGAH Gading Arbi A; Masril Masril; Ana Susanti Yusman
Progressive Journal of Advanced Engineering and Technology Vol 1, No 1 (2026): Vol 1 No 1 Januari 2026
Publisher : Progressive : Journal of Advanced Engineering and Technology

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Abstract

CV.Delta Barito Global is planning to build a new jetty in Central Kalimantan Province. The construction of this new jetty aims to increase coal delivery options to buyers. The initial planning of this new pier uses a jetty type pier with a sheet pile wall bottom structure. The sheet pile wall functions as a soil retainer, the sheet pile wall design uses 508 mm diameter steel pole pipes with varying lengths ranging from 15 m - 30 m. The distance between steel poles is about 30 cm with a spacing of about 30 cm. The distance between steel poles is about 30 cm with WF 200 profile steel bracing to strengthen the position of the steel pipe. The placement of bracing is at a height of 2 m from the top of the pipe. Knowing the condition of pile stability, Knowing recommendations after knowing the condition of pile stability. The following data and methods used for calculations are presented, including the cantilever method, original soil parameters based on SPT investigations, backfill soil parameters, bare rock parameters, subbase course parameters, geotextile specifications, capping beam specifications, steel pipe specifications, manual calculations.The analysis results show the actual penetration depth value of 10 m, the actual diameter value of 508 mm, and the pile deflection of 3 mm. SF1.5 and adjust to the actual conditions that can be realized in the field. The recommendations are to replace sheet pile to steel sheet pile, reduce vehicle load or perform soil improvement.Keywords: pile deflection, pier, pile stability, cantilever pile 
ANALISIS PERBANDINGAN TEBAL PERKERASAN LENTUR METODE ANALISA KOMPONEN DENGAN MDPJ 2017 (Studi Kasus: Jalan Nagari Bungo Tanjuang Kabupaten Tanah Datar) Melati Erwindra; Helga Yermadona; Febrimen Herista
Progressive Journal of Advanced Engineering and Technology Vol 1, No 1 (2026): Vol 1 No 1 Januari 2026
Publisher : Progressive : Journal of Advanced Engineering and Technology

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Abstract

Jalan adalah suatu infrastruktur yang sangat penting dalam kehidupan bermasyarakat, karena jalan merupakan  penghubung suatu daerah kedaerah lainnya, serta meningkatkan kegiatan sosialisasi ekonomi masyarakat. Seperti pada jalan Bungo Tanjung, Kabupaten Tanah Datar, Sumatera Barat Indonesia yang digunakan masyarakat setempat untuk menuju lahan pertaniannya. Dimana kondisi jalan pada daerah tersebut masih berbentuk jalan setapak yang akan menyulitkan warga setempat untuk mengangkut hasil pertaniannya. Untuk itu dalam rangka penyelesaian permasalahan tersebut, maka diperlukan perencanaan pembangunan pada jalan Nagari Bungo Tanjung sepanjang 1.700 m dan lebar 4 m guna menunjang kehidupan masyarakat Kabupaten Tanah Datar, dimana jalan ini merupakan akses utama masyarakat sekitar untuk menuju lahan pertanian. Pengambilan judul ini bertujuan untuk menghitung tebal perkerasan lentur dengan menggunakan metode Analisis Komponen dan Metode Desain Perkerasan Jalan 2017 serta RABnya. Perhitungan untuk perkerasan jalan ini diawali dengan menghitung lalu lintas kendaraan dan menghitung tebal perkerasan untuk masing-masing metode. Untuk Metode Analisis Komponen didapat lapisan Laston 5 cm, batu pecah kelas  A 20 cm dan sirtu kelas B 10 mm dengan RAB sebesar Rp 1.163.133.269.60. metode Desain Perkerasan Jalan 2017 didapat lapisan AC WC 4 cm, AC BC 6 cm, AC Base 10,5 cm dan LFA kelas A 30 cm dengan RAB sebesar Rp 3.102.023.338,22.Kata Kunci: Perkerasan lentur, metode analisa komponen, MDPJ 2017, RAB. 
ANALISIS PELAYANAN ANGKUTAN UMUM PEDESAAN STUDI KASUS TRAYEK BALINGKA – AUR KUNING Yoga Ferdian; Ishak Ishak; Zuheldi Zuheldi
Progressive Journal of Advanced Engineering and Technology Vol 1, No 1 (2026): Vol 1 No 1 Januari 2026
Publisher : Progressive : Journal of Advanced Engineering and Technology

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Abstract

Balingka-Aur Kuning route public transportation is the only mass transportation in Balingka. Therefore, the quality of transportation services needs to be considered. The problem faced in an effort to improve public transportation services, namely capacity, schedule uncertainty, use of transportation exceeding capacity, road damage, and lack of consumer interest. capacity, road damage, and lack of consumer interest due to technological developments in transportation. technology in the field of transportation. Lack of consumer interest means a decrease in the number of passengers using public transport, which affects the operator's revenue and increases operational costs. operator's income and increasing operational costs. For this reason, a questionnaire was collected to determine passenger satisfaction with the performance of the Balingka public transport route Balingka - Aur Kuning, as well as to provide information and input to relevant agencies to further optimize their transportation fleet. Analysis results analysis showed that most respondents were satisfied with the physical condition of the facilities provided and were satisfied with the reliability of the facilities provided. facilities provided and are satisfied with the reliability and responsiveness of the service. Test The reliability test shows that the research questionnaire is reliable. However, there are some issues that need to be addressed, such as the limited number of fleets compared to the expected service standards. expected service standards. Although passenger loading is considered good enough, but a lower fleet size may affect service quality. The demographics of public transport consumers show that the majority of users are aged 21-30 years old.Keywords: Transportation, Questionnaire, Satisfaction, Limited
PENGARUH GERAK U-TURN TERHADAP KINERJA LALU LINTAS DI JALAN SOEKARNO-HATTA KOTA PAYAKUMBUH Viki Abrinanda; Gusmulyani Gusmulyani; Zuheldi Zuheldi
Progressive Journal of Advanced Engineering and Technology Vol 1, No 1 (2026): Vol 1 No 1 Januari 2026
Publisher : Progressive : Journal of Advanced Engineering and Technology

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Abstract

On a micro basis, there are several efforts to minimize the problem of traffic movement, especially on the safety and comfort on the road, which can be done by installing a median to separate the traffic flow in opposite directions. In planning the median, it is necessary to prepare a median opening that allows the vehicle to change the direction of travel in the form of a reversal movement or termed a U-Turn movement. One of the effects when doing a U-Turn is the speed of the vehicle where the vehicle will slow down and stop. This slowdown will affect traffic flow in the same direction, this circular movement will cause high traffic volume, lower vehicle speed, and higher density on the road. The author took the research location on roads in the West Payakumbuh District, Payakumbuh City, West Sumatra Province which dotted on the Soekarno-Hatta road section, Parit Rantang Payakumbuh City.The purpose of this study is to determine the performance of the road segment and the level of road service equipped with U-Turn facilities, analyze the average travel time of vehicles performing U-Turn, vehicle speed when performing U-Turn and queue lengths for U-Turn activities. To achieve this goal, the 2014 PKJI method was used. From the results of this study, it was found that the average travel time of the largest vehicle when making a u-turn was 12.68 seconds with a vehicle speed of 1.25 km/hour, with a queue when doing a u-turn of 50 meters. With service level C.Keywords: U-turn, travel time, speed, queue, level of service 
TINJAUAN PERENCANAAN PERKERASAN LENTUR JALAN RUAS LUBUK SIKAPING - TALU ( P 096 ) Suharmen Suharmen; Surya Eka Priana; Jon Hafnil; Gusmulyani Gusmulyani
Progressive Journal of Advanced Engineering and Technology Vol 1, No 2 (2026): Vol 1 No 2 Mei 2026
Publisher : Progressive : Journal of Advanced Engineering and Technology

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.67235/pjaet.v1i2.13

Abstract

The road is one of the important transportation infrastructure for people's lives. With the construction of this road, it is hoped that it will increase and accelerate the distribution of agricultural, plantation and basic needs for the surrounding community. Road pavement is a construction that is built on a subgrade layer of soil, there are layers of the upper foundation and subbase where each layer consists of compacted aggregates which function to distribute the tension due to the wheel load. There are 3 road pavements, Flexible Pavement, Rigid Pavement, Composite Pavement. Rigid pavement combined with flexible pavement can be in the form of flexible pavement on rigid pavement, or rigid pavement on flexible pavement.To determine the thickness of the flexible pavement, several methods were used, including in this study using the 1987 Bina Marga Component Analysis Method and the 1993 AASTHO Method, the research location for Jalan Lubuk Attitude - Talu.The results of the 1987 Highways Component Analysis Method for new road pavement obtained for the surface layer (D1) which is 10 cm, the upper foundation layer (D2) is 20 cm and the lower layer (D3) is 36.67 cm. And the results of the 1993 AASTHO Pavement Layer method for new road pavements are obtained for the surface layer (D1) 18.86 cm, the top foundation layer (D2) of 19.53 cm and the layerKeywords: Road Pavement, 1987 Bina Marga Component Analysis Method, 1993 AASTHO Method
PERBANDINGAN EFISIENSI TEBAL PERKERASAN LENTUR MENGGUNAKAN METODE MAK 1987 DAN MDPJ 2017 PADA RUAS JALAN TINGKARANG-MUARO SUNGAI LOLO KECAMATAN MAPAT TUNGGUL SELATAN, KABUPATEN PASAMAN Zenata Putri; Helga Yermadona; Yorizal Putra
Progressive Journal of Advanced Engineering and Technology Vol 1, No 2 (2026): Vol 1 No 2 Mei 2026
Publisher : Progressive : Journal of Advanced Engineering and Technology

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.67235/pjaet.v1i2.14

Abstract

Pasaman Regency is a district in West Sumatra Province which is located in Lubuk Sikaping, one of the existing sub-districts, namely Mapat Tunggul Selatan District with an area of 471.72 km2. Judging from the road conditions which are far from decent, it makes it difficult for the community to carry out social and economic activities, therefore the solution to this problem is to plan a flexible pavement thickness. +000 8+000 with a road width of 4.5 m. before doing the calculations, first find out the CBR of the soil, the planned age, and daily traffic data. Then the calculations use the 1987 MAK and MDPJ 2017 methods. The calculation results use the 1987 Highways Component Analysis method, namely Laston 7.5 cm, Top Foundation layer 20 cm and the Lower Foundation Layer 10 cm, while the 2017 road pavement design manual namely AC WC 4 cm, AC BC 6 cm, and LPA class A class 40 cm. For the 1987 Bina Marga 1987 component analysis method, the Budget Plan (RAB) obtained Rp.19.491.720.949 and the 2017 Road Pavement Design Manual Method, the price you get is Rp. 24.911.239.684.Keywords: Flexible Pavement, 1987 Bina Marga Component Analysis Method, 2017 Road Pavement Design Manual Method, RAB
PERENCANAAN SALURAN SEKUNDER D.I BATANG SOPAN KECAMATAN TALAMAU KABUPATEN PASAMAN BARAT Risma Leni; Deddy Kurniawan; Ana Susanti Yusman
Progressive Journal of Advanced Engineering and Technology Vol 1, No 2 (2026): Vol 1 No 2 Mei 2026
Publisher : Progressive : Journal of Advanced Engineering and Technology

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.67235/pjaet.v1i2.15

Abstract

Batang Sopan Irrigation Area is located in Village Batuang Country Simpang Timo Abu. The Batang Sopan irrigation area irrigates rice fields with an area of 107 ha, the water source comes from the Batang Sopan river 500 m from the settlement of Village Batuang residents, 44 km from Simpang Empat city center. In irrigation planning, analysis of rainfall data, cross-sectional shape, water discharge and channel dimensions is carried out so that the planned irrigation system is able to provide optimal and efficient water needs for community agricultural land so that agricultural output increases. The purpose of planning the Batang Sopan irrigation canal, Talamau District, West Pasaman Regency is to meet the water needs for local community rice fields in order to produce maximum and quality crops. In this irrigation canal planning, the channel dimensions are obtained from the calculation of rainfall data using the Haspers method and the Gumbel method based on 10-year maximum rainfall data from three rainfall stations. Calculations using the Gumbel method obtained a maximum rainfall of 4462 mm and the Haspers method obtained a discharge of 24.94 m3 / second. The channel type in the D.I Batang Sopan planning is trapezoidal in shape with a channel discharge of 34.77 m3 / second, so the planned channel dimensions can accommodate the discharge at the maximum discharge state.Keywords: Secondary channel, Gumbel method, Haspers method
PENGARUH PEMANFAATAN LIMBAH PLASTIK (LPDE) SEBAGAI BAHAN TAMBAHAN CAMPURAN ASPAL PADA PERKERASAN JALAN AC-WC TERHADAP NILAI MARSHALL Putra Nanda; Helga Yermadona; Zulheldi Zulheldi
Progressive Journal of Advanced Engineering and Technology Vol 1, No 2 (2026): Vol 1 No 2 Mei 2026
Publisher : Progressive : Journal of Advanced Engineering and Technology

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.67235/pjaet.v1i2.16

Abstract

The type of LPDE Low Densty Polyethilen plastic waste can be used as a mixture for paved road construction in the field, for that it must be known in advance what percentage of use and type of LPDE plastic waste pieces against the weight of asphalt so that it can be ensured to meet Marshall's characteristics both for stability and deformation of asphalt. In this study, it aims to determine the effect of adding LPDE plastic waste to the asphalt mixture of test methods carried out in the Civil Engineering laboratory of UM West Sumatra using the type of LPDE plastic waste on the AC-WC layer of Asphalt Concrete-Wearing Course, using asphalt pen pertamina 60/70 and aggregate material from the Civil Engineering labor of UM West Sumatra on the marshall value. The test results showed that the use of 0%,3%,6% LPDE plastic content that meets the provisions of the 2018 Highways Technical Specification with increased stability value and VMA aggregate 16.11% in 6% plastic content, 3.43 mm flow melting in 3% plastic content and 460.60 kg MQ marshall in 6% plastic content. From the research, it can be concluded that the use of LPDE plastic waste can be used as an added material to the AC-WC asphalt mixture can reduce LPDE plastic waste pollution in Indonesia.Keywords : Plastic waste LPDE, AC-WC, Asphalt, Marshall Value
ANALISIS PERBANDINGAN TEBAL PERKERASAN LENTUR METODE ANALISA KOMPONEN DENGAN MDPJ 2017 (Studi Kasus: Jalan Nagari Bungo Tanjuang Kabupaten Tanah Datar) Ilham Chalik; Surya Eka Priana; Febrimen Herista
Progressive Journal of Advanced Engineering and Technology Vol 1, No 2 (2026): Vol 1 No 2 Mei 2026
Publisher : Progressive : Journal of Advanced Engineering and Technology

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.67235/pjaet.v1i2.12

Abstract

Parking facilities are inseparable in driving life. Parking facilities are a matter of considerable concern, especially when visiting places that are densely packed with visitors such as public service centers, for example the Lubuk Attitudeing Health Center. Puskesmas usually have a busy schedule of visitors at certain hours every day so that problems occur such as the lack of availability of parking areas. To overcome this problem, it is necessary to identify the availability of parking areas at the Lubuk Attitudeing Health Center by analyzing the characteristics and level of parking services at the health center, the characteristics analyzed are parking volume, parking accumulation, parking index, parking turnover rate, usage rate and parking capacity. From the results of research conducted for 5 working days, (July 15-19 2023) from 08.00-13.00 WIB (Puskesmas operational hours) and data processing was carried out, it can be concluded that: the largest number of vehicles that entered was 4 cars on Tuesday under 08:00 WIB and 17 motorcycles on Tuesday at 08.00-09.00 WIB, the largest accumulation was 6 cars on Monday and 27 motorbikes on Wednesday, the largest volume of parking for cars was 5 vehicles on Monday and motorcycles namely 33 vehicles on Wednesday, and the capacity of the parking area at the Lubuk Attitudeing Health Center is 7 SRP for cars and 52 SRP for motorcycles.Keywords: Parking Facilities. Parking Characteristics, Parking Area Capacity.

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