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All Journal Indonesian Journal of Geography JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION SELAPARANG: Jurnal Pengabdian Masyarakat Berkemajuan Martabe : Jurnal Pengabdian Kepada Masyarakat Jurnal Serambi Engineering Portal: Jurnal Teknik Sipil JMTS: Jurnal Mitra Teknik Sipil Menara: Jurnal Teknik Sipil Jurnal Komposit : Jurnal Ilmu-Ilmu Teknik Sipil Jurnal Ilmiah Telsinas Elektro, Sipil dan Teknik Informasi International Journal of Social Science, Educational, Economics, Agriculture Research, and Technology (IJSET) Journal of Planning and Research in Civil Engineering JURUTERA (Jurnal Umum Teknik Terapan) Jurnal Teknik Sipil JMTSS Bulletin of Engineering Science, Technology and Industry
Defry Basrin
Universitas Samudra
Agriculture, Biological Sciences & Forestry Arts Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Mechanical Engineering Medicine & Pharmacology Nursing Public Health Social Sciences Transportation Other

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Analisa Pemilihan Moda Transportasi Kota Medan – Bandara Kualanamu Menggunakan Metode Analytical Hierarchy Process (AHP) Ranto, Muhammad Aldyansyah; Fahriana, Nina; Basrin, Defry
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 8 No. 2 (2024)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v8i2.15144

Abstract

Mode of Transportation is a term for transportation user to indicate means of transportation to move from their place of origin to their destination. This mode of transportation is used to make it easier for people to move from place to place. When travelling from Medan City to Kualanamu Airport or vice versa, travellers will be faced with a choice of modes of transportation, namely rail public transportation, inter-city buses and online transportation on Medan Ciy – Kualanamu Airport route. The aim of this research was to determine the best mode of transportation chosen by passengers based on the criteria determined when travelling on the Medan City – Kualanamu Airport route and to find out which criteria had the most influence in selecting this mode. The method used in analyzing is Analytical Hierarchy Process (AHP) method. From the research result, it is known that the best mode of transpotation of choice for travelers from Medan City – Kualanamu Airpot is the Damri Bus at 52% compared to train and Train an Online Taxi which is only 24% and the most influential parameter criteria for travelers is choosing the mode of transportation for Medan City – Kualanamu Airport is a convenience level parameter of 25%, headway 19%, security 18%, comfort 16%, cost 13%, and travel time 10%.
Hubungan Volume, Kecepatan dan Kepadatan Lalu Lintas pada Jalan Kabupaten Aceh Tamiang Chairumansyah, T; Masthura, Lely; Basrin, Defry
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 8 No. 2 (2024)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v8i2.15484

Abstract

Highways are a very important transportation infrastructure in helping regional development, so that without a smooth flow of transportation it will have a lot of influence in encouraging the rate of development which tends to increase community growth. Therefore, a comprehensive road monitoring system is needed in order to find out the problems of congestion on the road. The method used in this research is the greenshields and underwood method. The aim of the research is to obtain the volume, speed and density of traffic and obtain a graph of the relationship between volume, speed and traffic density on the Banda Aceh – Medan STA road. 464+700 to STA. 465+200 Kedai Besi Village, Karang Baru District, Aceh Tamiang Regency. The research results were obtained for the direction Langsa - Kuala Simpang S-D (Speed-Density), with the highest R² value (R² = 0.198). V-D (Volume-Density), with the highest R² value (R² = 0.988). V-D (Volume-Speed) with the highest R² value (R² = 0.537). Meanwhile, for the direction Kuala Simpang – Langsa S-D (Speed-Density), with the highest R² value (R² = 0, 0.999). V-D (Volume-Density), with the highest R² value (R² = 0.991). V-D (Volume-Speed) with the highest R² value (R² = 0.209). From the research results for the Kuala Simpang - Langsa road, it is more suitable to use the underwood model. Meanwhile, for the Langsa - Kuala Simpang direction, it is more suitable to use the greenshields model. Keywords: Greenshields, Highways, Transportation, Underwood.
Model Tarikan Pergerakan Kendaraan Pada Pasar Langsa Town Square Kota Langsa Adlani, Riza; Eka Mutia; Defry Basrin
Journal of Planning and Research in Civil Engineering Vol. 2 No. 3 (2023): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v2i3.511

Abstract

Pasar Langsa Town Square merupakan kawasan perdagangan/perbelanjaan paling populer di Kota Langsa, sehingga menjadi salah satu pusat kegiatan perekonomian masyarakat karena terjadinya kegiatan jual beli. Pentingnya fungsi pasar menyebabkan tarikan  yang besar bagi masyarakat untuk bergerak menuju pasar dalam usaha memenuhi kebutuhan hidupnya. Sejak berdirinya pasar, ternyata timbul pergerakan transportasi yang tinggi, banyaknya jumlah pembeli di pasar akan sangat berpotensi menimbulkan kemacetan arus lalu lintas. Untuk mengantisipasi permasalahan tersebut, maka perlu dilakukan suatu pemodelan tarikan pergerakan kendaraan. Penelitian ini dilakukan untuk mengetahui variabel apa yang paling mempengaruhi jumlah tarikan kendaraan menuju kawasan pasar dan membuat model tarikan pergerakan kendaraan menuju kawasan pasar sehingga mengetahui besar tarikan pergerakan kendaraan. Pengambilan data pada penelitian ini dilakukan dengan cara menghitung jumlah kendaraan bermotor yang memasuki pasar serta karakteristik pengunjung pasar Langsa Town Square. Pemodelan dilakukan dengan menggunakan analisis regresi linier. Hasil analisis dalam penelitian ini yaitu diperoleh permodelan Y = 37,386 + 0,253 X2 + 0,184 X6 + 0,485 X8 dengan Y adalah tarikan pergerakan satuan mobil penumpang (smp), X2 adalah varian total mobil, X6 adalah pendapatan rata-rata pengunjung, dan X8 adalah jenis moda yang digunakan.
PENILAIAN KERUSAKAN PERKERASAN KAKU MENGGUNAKAN METODE PCI DI RUAS DENAI-MANDALA BYPASS KOTA MEDAN Matondang, Aldyoki Firmansyah; Basrin, Defry; Fajri, Haikal
JMTS: Jurnal Mitra Teknik Sipil Volume 7, Nomor 3, Agustus 2024
Publisher : Prodi Sarjana Teknik Sipil, FT, Universitas Tarumanagara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24912/jmts.v7i3.30039

Abstract

Perkerasan jalan merupakan salah satu aspek penting dalam infrastruktur transportasi yang memerlukan pemeliharaan dan perawatan secara teratur. Menilai kondisi perkerasan adalah kunci untuk mengenali jenis kerusakan yang terjadi, memungkinkan tindakan perbaikan yang sesuai dilakukan. Tujuan dari penelitian ini adalah menilai kondisi kerusakan perkerasan kaku menggunakan Metode Pavement Condition Index (PCI) di ruas jalan Denai-Mandala Bypass Kota Medan. Hasil penelitian menunjukkan bahwa kondisi perkerasan kaku di ruas jalan Denai-Mandala Bypass Kota Medan mengalami berbagai jenis kerusakan, yaitu retak linier (78 kerusakan), gompal sambungan (30 kerusakan), tambalan besar (11 kerusakan), retak susut (10 kerusakan), penyumbat sambungan (10 kerusakan), patahan (6 kerusakan), keausan agregat (5 kerusakan), gompal sudut (5 kerusakan), scalling (4 kerusakan), retak sudut (2 kerusakan), retak daya tahan (2 kerusakan), remuk (2 kerusakan), pelat terbagi (1 kerusakan) dan tambalan kecil (1 kerusakan). Nilai PCI rata-rata pada ruas jalan denai yang diteliti sepanjang ±1,4 km adalah 78,53 tergolong kedalam rating baik (satisfactory) dengan prioritas penanganan yaitu pemeliharaan berkala dan ruas jalan mandala bypass yang diteliti sepanjang ±800 m, nilai PCI rata-rata adalah 89,93 yang termasuk kedalam rating sangat baik (good) dengan prioritas penanganan yaitu pemeliharaan rutin.
PENGARUH PENAMBAHAN LIMBAH BOTOL PLASTIK PET SEBAGAI BAHAN SUBSTITUSI ASPAL PORUS PENETRASI 60/70 Zukisa; Alamsyah, Wan; Basrin, Defry
Menara: Jurnal Teknik Sipil Vol. 18 No. 2 (2023): Menara : Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v18i2.35567

Abstract

Aspal berpori memiliki stabilitas yang rendah tetapi permeabilitas yang tinggi karena banyaknya pori dalam campuran. Oleh karena itu perlu ditambahkan material lain untuk meningkatkan nilai kestabilan campuran perkerasan. Pada penelitian ini digunakan limbah plastik PET sebagai bahan substitusi aspal porus, karena plastik PET memiliki sifat yang tidak fleksibel dan juga sifat termoplastik, yaitu meleleh pada suhu tinggi, tetapi mengeras pada suhu luar. Tujuan dari penelitian ini adalah untuk mengetahui pemanfaatan limbah botol plastik PET sebagai bahan substitusi aspal porus berdasarkan spesifikasi AAPA (2004) dan menganalisis penggunaan limbah botol plastik sebagai pengganti aspal porus. Metode yang digunakan dalam penelitian ini adalah penelitian eksperimen yang dilakukan di Laboratorium Pelayanan PUPR Langsa Jl. Panglima No. 37, Matang Seulimeng, Langsa, Aceh. Penambahan plastik PET pada konsentrasi 0%, 1%, 3% dan 5% mencapai hasil terbaik dari keempat persentase dengan plastik PET 1% memiliki nilai density 2,314 gr/ml, VIM 16,82%, VMA 29,21% , VFA 42,42%, stabilitas 1004,65 kg, flow 2,73 mm dan Marshall Quotient (MQ) 374,26 kg/mm.
Potential study of retention Ponds in the Samudra University environment to meet raw water needs and control floods Irwansyah, Irwansyah; Isma, Faiz; Fajri, Haikal; Basrin, Defry
Indonesian Journal of Geography Vol 56, No 3 (2024): Indonesian Journal of Geography
Publisher : Faculty of Geography, Universitas Gadjah Mada

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22146/ijg.89112

Abstract

This study aims to evaluate the potential locations and volume capacities of retention ponds at Universitas Samudra (Unsam) to reduce flood discharge, provide raw water supply, and ensure water quality. The research supports the concept of a smart and green campus at Unsam. Water availability was calculated using the FJ Mock model, while water demand was projected based on the number of users. The retention pond capacity for flood control and raw water availability was assessed using the HEC HMS model. Water quality testing, including physical, chemical, and biological parameters, was conducted at the BTKLPP Class I Medan laboratory. The results indicate that the water demand at Unsam is 3 m³/day, which can be met by the reliable discharge of 16,344.93 m³/day. The existing reservoir retention pond, with a volume of 509,788.80 m³, contributes to flood discharge reduction; however, its water quality does not meet raw water standards, particularly due to high concentrations of Total Coliform and Escherichia Coli. Meanwhile, the Cotkala-Unsam retention pond can provide 103,596.96 m³ of water with quality that meets acceptable limits.
Analisis Kinerja Persimpangan Tanpa Rambu Lalu Lintas: Dampak terhadap Keamanan dan Potensi Kecelakaan di Persimpangan Sungai Pauh Jl. Prof. A. Madjid Ibrahim Basrin, Defry; Mutia, Eka; Pramudia, Orys
Portal: Jurnal Teknik Sipil Vol 17, No 1 (2025): April Edition
Publisher : Politeknik Negeri Lhokseumawe

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30811/portal.v17i1.7319

Abstract

Abstract — Traffic signs play an important role in regulating smoothness, orderliness and safety on the road. The absence of traffic signs will have an impact on increasing the risk of accidents. This is because drivers do not have a clear indication of safe speed, road priority, or potential dangers ahead. Pauh River Junction Jl. Prof. A Majid Ibrahim is an intersection that is categorized as busy with activity. However, this intersection does not have traffic signs, which are visual communications that function to provide important information to drivers regarding road conditions, speed limits, directions to take, and potential dangers. The research was conducted to analyze intersection performance using the 1997 Indonesian Road Capacity Manual (MKJI) method and the Traffic Conflict Technique (TCT) method used to predict the level of accident ratios, as well as extracting further information regarding driver behavior in dealing with conflicts. Based on the research carried out, a DS of 0.5 was obtained, which indicates that the intersection performance has medium service status. Meanwhile, the potential for accidents shows a figure of 5.5% with an average speed of serious conflict between 18-25 km/hour. The distance that has the potential to cause accidents tends to be around 2.6 m - 3.0 m. Obtained 48% for the category of drivers who were involved in conflicts due to accelerating the vehicle's speed.
A ANALISIS PRODUKTIVITAS ALAT BERAT PADA PEKERJAAN PENGASPALAN JALAN KEUDE BIREM - ALUR TEH KECAMATAN BIREM BAYEUN ACEH TIMUR RUSDI MAULANA; Bravikawati, Marini; Basrin, Defry; Mutia, Eeka
Jurnal Media Teknik Sipil Samudra Vol 6 No 1 (2025): Mei 2025
Publisher : Program Studi Teknik Sipil, Fakultas Teknik. Universitas Samudra

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55377/jmtss.v6i1.12419

Abstract

Road paving works play a critical role in supporting economic growth and public welfare, as mandated by Government Regulation No. 34/2006. However, the implementation of such projects is often hindered by road damage and the limited availability of heavy equipment and skilled operators. This study aims to identify the types of heavy equipment used, calculate their production capacity, and analyze the duration of major construction phases. The method applied is time study, using primary data collected from field surveys and secondary data from supporting documents such as construction drawings and literature. The results indicate that each type of equipment showed varying levels of productivity deviation between planning and actual implementation. Dump trucks increased in productivity from 2.98 m³ to 3.49 m³, while motor graders decreased from 366.18 m³ to 317.475 m³. Significant increases were observed in the vibrator roller and air compressor, whereas asphalt finisher, tandem roller, and pneumatic tired roller experienced substantial drops in productivity. The asphalt sprayer maintained consistent performance at 4.980 liters/hour. In conclusion, heavy equipment productivity is significantly influenced by equipment type, field conditions, and operational coordination, all of which are crucial to ensuring timely project completion with quality standards met.
ASSESSMENT OF RIGID PAVEMENT CONDITION USING PAVEMENT CONDITION INDEX METHOD ON THE DENAI-MANDALA BYPASS ROAD SECTION IN MEDAN CITY Aldyoki Firmansyah Matondang; Defry Basrin; Haikal Fajri
Bulletin of Engineering Science, Technology and Industry Vol. 2 No. 3 (2024): September
Publisher : PT. Radja Intercontinental Publishing

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59733/besti.v2i3.53

Abstract

Road pavement is a critical component of the transportation system that requires maintenance to ensure the pavement remains safe and comfortable for traffic users. Assessing road conditions is crucial for identifying various types of potential damage, thus necessitating specific methods for evaluating road damage conditions. The Pavement Condition Index (PCI) method is commonly used to assess pavement conditions. The aim of this research is to evaluate rigid pavement damage on the Denai-Mandala Bypass road section in Medan City using the Pavement Condition Index (PCI) method. The methodology used in this research involves field surveys for collecting pavement condition data and analyzing the data using the PCI method to determine pavement conditions and types of damage. This research indicates that the rigid pavement on the Denai-Mandala Bypass road section in Medan City experiences various types of damage, including corner break (2 occurrences), divided slab (1 occurrence), durability (“D”) cracking (2 occurrences), faulting (6 occurrences), joint seal damage (10 occurrences), linear cracks (78 occurrences), patching large (11 occurrences), patching small (1 occurrence), polished aggregate (5 occurrences), punchout (2 occurrences), scalling (4 occurrences), shrinkage cracks (10 occurrences), spalling corner (5 occurrences), and spalling joint (30 occurrences). The average PCI value on the Denai road section examined for approximately ±1.4 km is 78.53, categorized as satisfactory with periodic maintenance as the priority for handling, while on the Mandala Bypass road section examined for approximately ±800 m, the average PCI value is 89.93, categorized as very good with routine maintenance as the priority for handling. Assessing pavement conditions using the PCI Method aids in identifying occurring damage and provides necessary information for effective pavement repair planning.
FIBER CONCRETE STUDY WITH THE ADDITION OF PALM SIGNS ON THE COMPRESSIVE STRENGTH OF CONCRETE Farizal, Teuku; Rahman, Aulia; Basrin, Defry; Febrianti, Dian; Murhaban, Murhaban
International Journal of Social Science, Educational, Economics, Agriculture Research and Technology (IJSET) Vol. 2 No. 4 (2023): MARCH
Publisher : RADJA PUBLIKA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54443/ijset.v2i4.152

Abstract

Concrete is part of a construction formed by a mixture of cement, water, fine aggregate, coarse aggregate either crushed stone or gravel and other mixed materials. Fiber concrete is concrete whose method of manufacture is added with fiber, both man-made fiber and natural fiber such as palm fruit bunches. The addition of palm fruit bunches to the concrete mix is ​​expected to increase the compressive strength of concrete. The percentage of addition of palm marks is 6%, 8% and 11% by weight of cement with FAS 0.35. The test object used was a cube (15 x 15 x 15) cm with a total of 12 test objects for 7 days of age and 12 test objects for 28 days of age. The results of the 7-day average compressive strength test for BTTS were 310.76 kg/cm2, BDTS (6%) were 260.23 kg/cm2, BDTS (8%) were 237.83 kg/cm2 and BDTS (11%) were 244.67 kg/cm2. cm2. Testing the compressive strength at an average age of 28 days obtained results for BTTS of 342.20 kg/cm2, BDTS (6%) of 294/18 kg/cm2, BDTS (8%) of 269.42 kg/cm2 and BDTS (11%) of 279.72 kg/cm2. From the results of the compressive strength test, the average test age of 7 days and 28 days shows that the addition of palm fiber can reduce the compressive strength of concrete in all variations, namely 6%, 8% and 11%.
Co-Authors 'adah, Lailissa Adlani, Riza Al Atas, Zaenal Abidin Alamsyah, Wan Aldyoki Firmansyah Matondang Amin, M. Arrie Rafshanjani Ari Mulia Aulia Rahman Awaliani, Tarmizi Chairumansyah, T DIAN FEBRIANTI Dyah Ayu Ardianti Eka Mutia Fadila, Intan Fahriana, Nina Fajri, Haikal Farizal, Teuku Fauzia, Arisna Firdasari Firdasari Fitri Handayani Haikal Fajri Haikal Fajri Hamdani Hamdani Hotriani Malau Intan Sari Iqbal Iqbal Irda Yunita IRWANSYAH Irwansyah Irwansyah Irwansyah Irwansyah Isma, Faiz Liza Fitria, Liza M. Ridho Pratama Marini Bravikawati Masthura, Lely Matondang, Aldyoki Firmansyah Muhammad Amin Muhammad Rizqi Zati, Muhammad Rizqi Muhammad Zacky Ardhyan Murdhiani Murdhiani Murhaban Murhaban Mutia, Eeka Mutia, Eka Nina Fahriana Pramudia, Orys Rajib Muammar Ranto, Muhammad Aldyansyah Rendi Rinanda riswandy, muhammad RUSDI MAULANA samsunan Siti Komariyah Sitompul, Obed Haposan Syah Putra, Rizki Nanda Wan Alamsyah Wan Alamsyah Yanti, Alfina Trisman Zukisa Zulfadhli Zulfadhli