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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 15 Documents
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Pengembangan Aplikasi Pembelajaran Interaktif KiddoLearn dengan Fitur Kuis untuk Evaluasi Mata Pelajaran Indradin Indradin; Ita Fitriati; Puput Dwi Aaprianti; Ani Fitriani; Inaya Inaya
Progressive Journal of Advanced Engineering and Technology Vol 1, No 3 (2026): Vol 1 No 3 September 2026
Publisher : Progressive : Journal of Advanced Engineering and Technology

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.67235/pjaet.v1i3.32

Abstract

Transformasi digital dalam sektor pendidikan dasar menuntut tersedianya media pembelajaran yang tidak hanya mampu menyampaikan materi secara menarik, melainkan juga mengevaluasi pemahaman siswa secara real-time. Penelitian ini bertujuan untuk mengembangkan, menguji kelayakan, serta menganalisis efektivitas aplikasi pembelajaran interaktif bernama "KiddoLearn" yang dilengkapi dengan fitur kuis adaptif untuk mata pelajaran dasar di jenjang sekolah dasar. Menggunakan metode Research and Development (RD) dengan model ADDIE (Analysis, Design, Development, Implementation, Evaluation), penelitian ini melibatkan expert judgment dari ahli materi dan media, serta uji coba lapangan kepada 10 siswa kelas awal yang dibagi ke dalam kelompok eksperimen dan kontrol.Hasil uji validasi menunjukkan bahwa KiddoLearn berkategori sangat layak dengan persentase berturut-turut sebesar 92% dari ahli media dan 88% dari ahli materi. Analisis data kuantitatif melalui paired sample t-test mengonfirmasi adanya peningkatan signifikan prestasi belajar siswa secara substansial, di mana nilai post-test kelompok eksperimen jauh melampaui kelompok kontrol. Lebih lanjut, integrasi fitur kuis interaktif terbukti mendongkrak tingkat kehadiran digital dan partisipasi aktif siswa hingga mencapai 94%. Implikasi penelitian ini menegaskan bahwa restrukturisasi media evaluasi formatif berbasis aplikasi mampu menyelaraskan implementasi Kurikulum Merdeka di Indonesia dengan pemenuhan target performa akademik anak yang lebih inklusif dan adaptif. Keywords: KiddoLearn, Aplikasi Pembelajaran Interaktif.
PERBANDINGAN PERHITUNGAN TEBAL PERKERASAN LENTUR DENGAN METODE AASHTO 1993 DAN MANUAL DESAIN PERKERASAN JALAN 2017 RUAS JALAN BARUAH GUNUANG PUSKESMAS BARUAH GUNUANG KABUPATEN LIMA PULUH KOTA Sakinah Nasution; Helga Yermadona; Febrimen Herista
Progressive Journal of Advanced Engineering and Technology Vol 1, No 3 (2026): Vol 1 No 3 September 2026
Publisher : Progressive : Journal of Advanced Engineering and Technology

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.67235/pjaet.v1i3.29

Abstract

Roads have a very important function, namely as land transportation infrastructure that can support all human needs in the health, social, cultural and economic sectors. One of the most important road infrastructure is the road that connects an area with health facilities such as the nearest hospital or health center such as Nagari Baruah Gunuang. Due to the condition of the road to the Baruah Gunuang health center which is still difficult to pass, good planning is needed for the road construction activities. Therefore this study aims to calculate the thickness of the flexible pavement and the Budget Plan by comparing two methods, namely the 1993 AASHTO and MDPJ 2017 methods. Based on a comparison of the results of the road pavement thickness on the 1993 AASHTO method, a total thickness of 25 cm was obtained at a cost of Rp.1.092. 155.000,00,-. and the 2017 Road Pavement Design Manual method uses a 50 cm granular foundation layer at a cost of Rp.2.467.678.000,00. The calculation results of the 1993 AASHTO method have a total thickness of pavement that is thinner and cheaper than the 2017 Road Pavement Design Manual method. Keywords : AASHTO 1993, Road Pavement Design Manual 2017, Flexible Pavement, Pavement Thickness
PERENCANAAN DRAINASE DI JORONG ABAM KECAMATAN RAO SELATAN KABUPATEN PASAMAN Wandri Saputra; Selpa Dewi; Endri Endri
Progressive Journal of Advanced Engineering and Technology Vol 1, No 3 (2026): Vol 1 No 3 September 2026
Publisher : Progressive : Journal of Advanced Engineering and Technology

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.67235/pjaet.v1i3.28

Abstract

Drainage in Jorong Abam, South Rao District, Pasaman Regency is faced with the problem of rainwater inundation due to the malfunction of the drainage system on the road. The purpose of planning this drainage system is to find out how to overcome the problem of waterlogging in Jorong Abam and increase understanding of drainage channel methods and theories. The methods used in this study are Normal method, Normal log method, Gumbel method and Log Person III method. The stages carried out in this drainage planning are hydrological analysis, rainfall analysis, discharge analysis and channel dimensions. The results of the calculation of design rainfall using rainfall data for the last 10 years, obtained the definitive dimensions of the channel, namely wet cross-sectional area = 0.289 m3 / s, water flow speed = 8.78 m3 / s, guard height = 0.25 m, Q rencana = 0.025 m3 / s, and Q_max = 2.53 m3 / s. Factors that cause flooding in Jorong Abam, South Rao District are high elevation, sedimentation and sediment, lack of maintenance on drainage channels. Keywords: Drainage, dimensions, discharge
PERENCANAAN SISTEM PENYEDIAAN AIR MINUM (SPAM) JARINGAN PERPIPAAN MENGGUNAKAN PROGRAM EPANET 2.2 DI JORONG SITINGKAI NAGARI KOTO RANTANG Wahyudi Agus; Selpa Dewi; Jon Hafnil
Progressive Journal of Advanced Engineering and Technology Vol 1, No 3 (2026): Vol 1 No 3 September 2026
Publisher : Progressive : Journal of Advanced Engineering and Technology

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.67235/pjaet.v1i3.27

Abstract

Water is one of the most basic basic needs for human life. The provision of clean water does not only meet household needs, it is also closely related to the need for water for public, social and economic facilities in accordance with the increase in population. In line with these developments, the need for facilities and infrastructure is also increasing, including the need for healthy and proper clean water. With the rate of population growth, it is estimated that the population in Jorong Sitingkai in the next 10 years will be as many as 800 people. The distribution pipes in Jorong Sitingkai use HDPE pipes with diameters of 3 inches, 2 inches, 1.5 inches and 1 inch. The length of the pipeline network in Jorong Sitingkai is 3,782 km. The projected amount of clean water demand is 1.91 l/s and the water discharge from the source is 3 l/s. For the government and the community, it is hoped that they can create and optimize programs regarding the provision of clean water and the cooperation and participation of the community is needed in implementing the program, for the government and the community it is hoped that if the clean water supply system is running it is expected to form a drinking water infrastructure management group ( KPSPAM). Keywords: Network, pipe, epanet 2.2, drinking water
PERENCANAAN TEBAL PERKERASAN LENTUR DENGAN METODE ANALISA KOMPONEN 1987 DAN MANUAL DESAIN PERKERASAN JALAN 2017 Sifa Aprillia; Helga Yermadona; Zuheldi Zuheldi
Progressive Journal of Advanced Engineering and Technology Vol 1, No 3 (2026): Vol 1 No 3 September 2026
Publisher : Progressive : Journal of Advanced Engineering and Technology

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.67235/pjaet.v1i3.26

Abstract

Roads are a very important infrastructure in supporting the pace of the economy in Indonesia. As a developing country, Indonesia really needs quality and as well as the quantity of roads to meet the needs of all Indonesian people. Several roads in Nagari Simarasok still have not been paved, one of which is on Jalan Simarasok. This road is a local road with a 2-lane road type. Based on the status of this road, it is an alternative road that connects Jalan Simarasok with Jorong Koto Tuo, which is 1500 meters long and 5 meters wide. On that road there was no drainage. The condition of this road is still landlessFrom survey data LHR which was carried out for 2 days on weekdays and the market obtained an average of 376 vehicles. In this plan calculate the thickness of the pavement and compare prices This basic material unit uses 2 methods, namely the 1987 Component Analysis Method and the 2017 Road Pavement Design Manual. From these 2 methods, bold results are obtained layer with the 1987 Component Analysis Method which meets the requirements, namely D1 = 7.5 cm D2 = 20 cm and D3 = 10 cm, while for the 2017 MDPJ method the layer thickness calculated is AC-WC = 4 cm AC-BC = 6 cm and LPA Class A = 40 cm. Results of comparison of the unit price of basic materials obtained by the 1987 Component Analysis Method for Rp. 267,346,607.40 and the 2017 MDPJ Method costs Rp. 702,903,035.94. So use with the 1987 Component Analysis Method is less costly in comparison with the 2017 MDPJ Method.Keywords : Pavement Thickness, 2017 MDPJ, 1987 Component Analysis, Unit Price Base Material, LPA Class A

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