Article Per Year (5 Year)
p-Index From 2021 - 2026
5.659
P-Index
This Author published in this journals
All Journal Sainstek Jurnal Konstruksia AKSIOLOGIYA : Jurnal Pengabdian Kepada Masyarakat FROPIL (Forum Profesional Teknik Sipil) Abdimas Umtas : Jurnal Pengabdian kepada Masyarakat Jambura Journal of Electrical and Electronics Engineering Journal of Electrical Engineering and Computer (JEECOM) Composite Journal HEALTHY: Jurnal Inovasi Riset Ilmu Kesehatan Jurnal Pendidikan Teknik dan Vokasional Research Review: Jurnal Ilmiah Multidisiplin HUMAN: South Asian Journal of Social Studies Indonesian Journal of Fundamental Sciences Jurnal Pengabdian Pada Masyarakat Eldimas Journal of Applied Civil and Environmental Engineering (JACEE) International Journal of Education, Vocational and Social Science
Yuliyanti Kadir
Universitas Negeri Gorontalo
Religion Agriculture, Biological Sciences & Forestry Arts Humanities Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Immunology & microbiology Languange, Linguistic, Communication & Media Materials Science & Nanotechnology Mechanical Engineering Medicine & Pharmacology Physics Social Sciences Transportation Other

Published : 39 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 39 Documents
Search

 1   2   3   4 
ANALISIS KINERJA BUNDARAN (ROUNDABOUT) MENGGUNAKAN METODE PEDOMAN KAPASITAS JALAN INDONESIA 2014 (Studi Kasus: Bundaran Saronde Kota Gorontalo) Ekiciputara, Muh.Syafa'at; Kadir, Yuliyanti; Desei, Frice L.
Composite Journal Vol. 2 No. 2 (2022): Composite Journal
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Negeri Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37905/cj.v2i2.32

Abstract

Bundaran Saronde Kota Gorontalo merupakan salah satu simpang empat yang berada di pusat Kota Gorontalo. Namun, bundaran ini sering berpotensi menimbulkan pelanggaran dikarenakan letaknya berada pada simpang empat dimana salah satu simpangnya tidak sebidang. Penelitian ini bertujuan menganalisis kinerja suatu bundaran pada kondisi eksisting. Metode yang digunakan yaitu data primer dan data sekunder. Data primer yang diambil dari hasil survei langsung seperti data volume lalu lintas, dan geometrik bundaran sedangkan data sekunder diperoleh dari instansi terkait yaitu data jumlah penduduk provinsi Kota Gorontalo, dan peta jaringan jalan. Analisis kinerja bundaran dilakukan dengan menggunakan metode (PKJI 2014). Berdasarkan hasil penelitian ini menunjukkan bahwa tingkat ketertiban di kawasan Bundaran Saronde ini relatif rendah, akibat pelanggaran oleh pengendara yang mengambil jalan pintas melalui bundaran. Pelanggaran meningkat saat off peak time. Hasil analisis diperoleh jam puncak tertinggi yaitu jam 17.00-18.00 dengan volume lalu lintas 3.153 skr/jam, sehingga diambil patokan untuk menganalisis kinerja bundaran. Nilai derajat kejenuhan terbesar berada pada arah Barat-Utara sebesar 0,321. Berdasarkan syarat Pedoman Kapasitas Jalan Indonesia (PKJI 2014) bahwa < 0,75, sehingga tingkat kejenuhan pada Bundaran Saronde masih terbilang ideal. Jika dilihat dari kondisi eksisting Bundaran Saronde dapat dikatakan cukup padat dan menimbulkan konflik lalu lintas, disebabkan ketidak idealan posisi bundaran tersebut. Selain itu salah satu lebar bagian jalinan bundaran lebih kecil yang menyebabkan terjadinya konflik maupun tundaan pada bundaran tersebut. Tingkat pelayanan jalan pada Bundaran Saronde Kota Gorontalo termasuk pada tingkat pelayanan B.
Model Sumur Resapan dan Drainase Untuk Penanggulangan Banjir Dengan Memanfaatkan Material Lokal Kadir, Yuliyanti; Patuti, Indriati Martha; Desei, Frice L.
Aksiologiya: Jurnal Pengabdian Kepada Masyarakat Vol 1 No 2 (2017): Agustus
Publisher : Universitas Muhammadiyah Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30651/aks.v1i2.835

Abstract

Flooding is a disaster that often occurs in the rainy season. The damage caused by this failure is not only material damage such as damage to houses, public facilities, and destruction of agricultural land, but also create disease outbreaks around the disaster site. One solution to reduce rainwater runoff needs to be made easy and practical recharge well model by utilizing local materials. The purpose of this research is the modeling of absorbing wells and drainage for prevention and control of flood hazard to achieve a healthy, safe, and comfortable. The research location is Lauwonu Village, Tilango District, Gorontalo Regency. Construction materials for modeling are local materials located around the site. The recharge wells are sized (2x1x1) m3 and (2x1,5x1) m3. If every household has a recharge well with a minimum volume of 2 m3, it will reduce rainfall runoff so that that flood disaster can be avoided.
Desain Video Edukasi Keselamatan Lalu Lintas Berdasarkan Faktor Penyebab Kecelakaan Azizah, Nur; Achmad, Fadly; Kadir, Yuliyanti
HUMAN: South Asian Journal of Social Studies Vol 5, No 2 (2025): HUMAN: South Asian Journal of Social Studies
Publisher : HUMAN: South Asian Journal of Social Studies

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26858/human.v5i2.82084

Abstract

Penelitian ini bertujuan untuk menganalisis faktor-faktor penyebab kecelakaan lalu lintas dan merancang media video edukasi sebagai sarana penyampaian informasi keselamatan berkendara kepada masyarakat, khususnya pengendara sepeda motor di Kota Gorontalo. Metode yang digunakan adalah deskriptif kualitatif dengan pendekatan studi dokumentasi. Data diperoleh dari laporan kecelakaan Satlantas Polres Kota Gorontalo tahun 2020–2021. Hasil penelitian menunjukkan bahwa sebagian besar kecelakaan disebabkan oleh faktor manusia, seperti kelalaian pengemudi dan pelanggaran lalu lintas, serta dominan melibatkan pengendara sepeda motor usia muda. Segmentasi lokasi dan waktu juga menunjukkan bahwa terdapat titik-titik jalan rawan dan jam-jam sibuk tertentu yang berisiko tinggi. Berdasarkan analisis tersebut, dirancanglah video edukasi dengan konten yang relevan dan sesuai dengan kondisi lapangan, agar mampu menumbuhkan kesadaran serta meminimalisir perilaku berkendara yang membahayakan. Video edukasi ini diharapkan menjadi media pembelajaran yang menarik, efektif, dan mudah dipahami oleh generasi muda, sehingga dapat memberikan dampak positif dalam menurunkan angka kecelakaan lalu lintas di Kota Gorontalo. Kata Kunci: Video Edukasi, Keselamatan Lalu Lintas, Faktor Penyebab Kecelakaan, Kota Gorontalo.
EVALUASI KINERJA RUAS JALAN JENDERAL SUDIRMAN KOTA GORONTALO AKIBAT PARKING ON THE STREET Dhea Nur Amanah Hadjarati; Frice Lahmudin Desei; Yuliyanti Kadir
Composite Journal Vol. 6 No. 1 (2026): Composite Journal
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Negeri Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37905/cj.v6i1.148

Abstract

Jalan Jenderal Sudirman adalah salah satu ruas jalan di Kota Gorontalo yang memiliki volume kendaraan yang besar. Keadaan ini diperparah oleh banyaknya kendaraan yang parkir di sepanjang badan jalan. Tujuan dari penelitian ini untuk mengetahui kinerja dari ruas Jalan Jendral Sudirman akibat adanya parkir di badan jalan. Dalam penelitian ini MKJI 1997 digunakan sebagai pedoman dalam menganalisis kinerja ruas jalan. Penelitian ini dilangsungkan selama 3 hari yaitu hari Selasa, 11 Juni 2024, Jumat, 14 Juni 2024, dan Sabtu, 15 Juni 2024. Hasil kondisi eksisting yang didapatkan yaitu tingkat pelayanan jalan terburuk terdapat pada hari Selasa, 11 Juni 2024 dengan nilai derajat kejenuhan sebesar 0,58 dan masuk pada kategori tingkat pelayanan jalan C, serta pada kondisi jika tidak terdapat parkir di badan jalan tingkat pelayanan meningkat menjadi 0,30 dan masuk pada kategori B. Hasil ini menunjukan bahwa kegiatan parkir di badan jalan sangat berpengaruh pada optimalnya kinerja ruas jalan.
ANALISIS KINERJA LALU LINTAS PADA RUAS JALAN BACHARUDDIN JUSUF HABIBIE DENGAN MENGGUNAKAN PERANGKAT LUNAK VISSIM Nur Fauziah Juliana Hunta; Yuliyanti Kadir; Frice Lahmudin Desei
Composite Journal Vol. 5 No. 2 (2025): Composite Journal
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Negeri Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37905/cj.v5i2.156

Abstract

The Bacharuddin Jusuf Habibie Road, which underwent improvements compared to the previous year, has not yet experienced traffic congestion. However, with increasing vehicles, congestion will likely occur in the coming years. Objective: To analyze the road characteristics, including geometric features, speed, travel time, traffic volume, and composition; road performance, free-flow speed, density, road capacity, degree of saturation, and level of service; and simulation results using VISSIM software. Methodology: The study utilized both primary and secondary data. Primary data were collected through field observations, while secondary data were sourced from journals, books, and government agencies. Results: The analysis shows the highest traffic volume occurs on Tuesdays between 16:00-17:00, with a total volume of 2,710 vehicles/hour or 1,117.8 passenger car units (PCU)/hour, predominantly consisting of motorcycles (82.32%), followed by sedans (11.77%), passenger vehicles (0.01%), pickup trucks (4.78%), small and large buses (0.19%), two-axle trucks with 4 and 6 wheels (0.92%), and articulated trucks (0.01%). Conclusion: The performance analysis of the Bacharuddin Jusuf Habibie Road in Bone Bolango Regency, utilizing the PKJI (Indonesian Highway Capacity Manual) 2023 method, reveals a free-flow speed of 46.269 km/h, a traffic density of 2.08 vehicles/hour/m, a road capacity of 1,484 PCU/hour, degree of saturation of “0.38” indicates a stable flow with very good condition and is categorized as A. Then, the level of service D is observable from vehicles speed according to the Government Regulations of 2015
EVALUASI KINERJA SIMPANG BERSINYAL DAN PENGATURAN ULANG WAKTU SIKLUS APILL MENGGUNAKAN PTV VISSIM Ivana Pantulu; Yuliyanti Kadir; Frice Lahmudin Desei
Composite Journal Vol. 5 No. 2 (2025): Composite Journal
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Negeri Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37905/cj.v5i2.157

Abstract

The signalized intersection of Jalan Raja Eyato - Moh. Yamin A.R. Koniyo serves as a connection between commercial areas, tourist attractions, fast-food restaurant zones, and religious sites. As a result, this intersection experiences heavy traffic flow. Additionally, its asymmetric/weaving geometric design extends travel time from one approach to another. This study aims to evaluate the intersection's performance and level of service using the Indonesian Highway Capacity Guidelines (PKJI) 2023 and simulation modeling with PTV Vissim Student Version. The analysis results based on PKJI 2023 show the delay values as follows: Jalan Moh. Yamin at 49 seconds with level of service E, Jalan A.R. Koniyo at 38,1 seconds with level of service D, Jalan Raja Eyato (west) at 49,5 seconds with level of service E, and Jalan Raja Eyato (east) at 33,6 seconds with level of service D. The average intersection delay is 37 seconds, classified as level of service D. Meanwhile, the simulation results using PTV Vissim Student Version indicate delay values of 73,4 seconds with level of service E for Jalan Moh. Yamin, 72 seconds with level of service E for Jalan A.R. Koniyo, 46,3 seconds with level of service D for Jalan Raja Eyato (west), and 27,8 seconds with level of service C for Jalan Raja Eyato (east), with an average intersection delay of 54,5 seconds with level of service D. Four alternative solutions were proposed to improve the intersection's performance. The best solution is Alternative 2. which reduced signal phases four to three. This adjustment reduced delays by approximately 33% compared to current conditions, without requiring additional infrastructure costs.
EVALUASI NILAI KERUSAKAN JALAN PADA RUAS MOLINGKAPOTO SIMPANG KWANDANG MENGGUNAKAN SURFACE DISTRESS INDEX (SDI) DAN INTERNATIONAL ROUGHNESS INDEX (IRI) Moh. Reza Jahja; Frice Lahmudin Desei; Yuliyanti Kadir
Composite Journal Vol. 6 No. 1 (2026): Composite Journal
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Negeri Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37905/cj.v6i1.173

Abstract

Road damage is a complex problem and can cause major losses for road users.The purpose of this study is to analyze the damage to the Molingkapoto road at the Kwandang intersection, and to examine the appropriate handling of the damage that occurs. The methods used in the study are the SDI and IRI methods. The SDI method is a visual assessment of damage conditions. In calculating the SDI value, 4 elements are used, namely % crack area, crack gap width, number of holes/100 m and depth of wheel ruts. The IRI method is the value of road surface flatness calculated from the cumulative number of ups and downs of the longitudinal profile surface divided by the distance/length of the measured surface. The IRI value in this study was taken per 100 m using the Roadlab Pro application. The results of the SDI method analysis showed good conditions of 82%, moderate 12%, minor damage 3%, and severe damage 3%. The road conditions were dominated by good conditions along 2.7 km. The results of the IRI method analysis showed very good conditions of 0%, good conditions of 68%, moderate 29%, bad 3%, and very bad 0%. The road conditions were dominated by good conditions along 4.5 km. The combination of SDI and IRI values showed that Molingkapoto road at the Kwandang intersection sta. 6+300 to sta. 9+600 was in moderate condition and only required routine maintenance.
Karakteristik Dinding Batu Bata Menggunakan Campuran Sedimen dan Tanah Liat Fadlun Pratama Y. Mangge; Frice Lahmudin Desei; Yuliyanti Kadir
Research Review: Jurnal Ilmiah Multidisiplin Vol. 4 No. 1 (2025): Research Review: Jurnal Ilmiah Multidisiplin (Februari 2025 - Juli 2025)
Publisher : Transbahasa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54923/researchreview.v4i1.135

Abstract

Bricks are artificial stones made from clay, with or without additional materials, dried and fired at high temperatures to achieve durability. This study aims to analyze the characteristics of sediment from the dredging of Lake Limboto, determine the optimal mixture composition of sediment and clay for brick production, assess the compressive strength of bricks using this mixture, and outline the brick-making process. The research utilizes primary data collected through field surveys, interviews, and observations in Ilohungayo Village, Batudaa District, Gorontalo Regency. After molding and drying, compressive strength tests were conducted on different sample compositions. The results indicate that sediment-based bricks have lower water content than clay-based ones. In Sample I, the highest water content (77.9%) was observed in a 50% sediment and 50% clay mixture, while the lowest (35.9%) was in 100% clay. In Sample II, the highest water content (79.1%) was in 100% clay, while the lowest (34.1%) was in a 70% sediment and 30% clay mixture. Compressive strength tests revealed that all samples fell below the SNI 15-2094-2000 standard for red bricks but met the SNI 03-0349-1989 standard for concrete bricks, classified as class III and IV solid bricks. The study concludes that incorporating Limboto Lake sediment into brick production enhances cost-effectiveness and sustainability by reducing sediment accumulation in the lake while producing stable and economical bricks.
Analisis Kinerja Ruas Jalan akibat Pengaruh On-Street Parking di Jalan Nani Wartabone I Kota Gorontalo Fasya Aulia Azzahra Dama; Yuliyanti Kadir; Frice Lahmudin Desei
Research Review: Jurnal Ilmiah Multidisiplin Vol. 4 No. 1 (2025): Research Review: Jurnal Ilmiah Multidisiplin (Februari 2025 - Juli 2025)
Publisher : Transbahasa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54923/researchreview.v4i1.138

Abstract

On-street parking often occurs due to limited parking spaces, especially in high-activity areas. Nani Wartabone 1 Street (formerly Pandjaitan Street) experiences significant side friction, particularly from parking activities, impacting road performance. This study evaluates the street’s performance under these conditions using field data collection and analysis based on the MKJI 1997 guidelines. Data were collected on Monday, Wednesday, and Saturday. Traffic flow recorded was 1,124 vehicles per hour on Monday, 1,146 vehicles per hour on Wednesday, and 1,341 vehicles per hour on Saturday. The degree of saturation (DS) due to on-street parking was 0.59, 0.56, and 0.52, respectively, placing the road service level in category C. Without on-street parking, the service level improved to category B, with DS values of 0.44, 0.41, and 0.39, respectively. These results indicate that on-street parking negatively affects road performance. The highest parking accumulation occurred between 8:00–9:00 PM on Saturday, June 15, 2024, reaching 130 vehicles per hour. The parking index exceeded 100% for cars, indicating insufficient parking space, while motorcycle parking remained fully occupied. These findings highlight the need for better parking management to improve traffic conditions on Nani Wartabone 1 Street.
Evaluasi Kinerja Ruas Jalan Jenderal Sudirman Kota Gorontalo Akibat Parking on The Street Dhea Nur Amanah Hadjarati; Frice Lahmudin Desei; Yuliyanti Kadir
Research Review: Jurnal Ilmiah Multidisiplin Vol. 4 No. 1 (2025): Research Review: Jurnal Ilmiah Multidisiplin (Februari 2025 - Juli 2025)
Publisher : Transbahasa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54923/researchreview.v4i1.139

Abstract

Jenderal Sudirman road is one of the main road in Gorontalo City with a high traffic volume. This condition is worsened by the presence of on-street parking, which disrupts traffic flow and reduces road performance. This study aims to evaluate the impact of on-street parking on the performance of Jenderal Sudirman Road using the 1997 Indonesian Highway Capacity Manual (MKJI 1997) as a reference. Data collection was conducted over three days: Tuesday, June 11, 2024, Friday, June 14, 2024, and Saturday, June 15, 2024. The analysis of existing conditions shows that the worst road service level occurred on Tuesday, June 11, 2024, with a degree of saturation of 0.58, categorized as service level C, indicating moderate traffic density with limited speed. However, in the absence of on-street parking, the service level improves significantly to a degree of saturation of 0.30, classified as service level B. These findings confirm that on-street parking significantly impacts the efficiency and optimal performance of road sections. Therefore, strict parking management strategies are recommended to improve traffic flow and enhance road service levels in Gorontalo City.
Co-Authors Boby Liputo Darmawang, Darmawang Desei, Frice Desei, Frice Lahmudin Dhea Nur Amanah Hadjarati Ekiciputara, Muh.Syafa'at Ende, Alifia Zahra Fadlan R Dua Fadlun Pratama Y. Mangge Fadly Achmad Fadly Ahmad Fajira Ummi Qhultsum Deu Fasya Aulia Azzahra Dama Ferrina Pangemanan Ano Fitriyanti Ui Frice L Desei Frice L. Desei Frice L. Desei, Frice L. Frice Lahmudin Desei Hamsu Abdul Gani Haykal Muhammad Eto herris julian Koromath Ifan Wiranto Indriati Martha Patuti Ivana Pantulu Julhim S Tangio Mamu, Idrak Marike Mahmud Moh. Reza Jahja Moh. Yusuf Tuloli Mohamad Risky Ibrahim Risky Muchsin, Ria Septiani R Muhammad Syaifullah, Muhammad Nadia Fadilah Frinstin Lintang Nur Azizah Nur Fauziah Juliana Hunta Nur Kasim Patuti, Indriati M. Rasuna Thalib Renita Viladewi A. Badolo Sarapil, Siti Nurazizah Sarimi, Ni Wayan Siti Nurhalizah Rivai Sulila, Fitri Ramadani Sultan Ma’ruf Syah Tria Adisty Nursahraini aini Trubus Semiaji Ulin Naini Unusa, Adrianto Wrastawa Ridwan Yuszda K Salimi