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All Journal Techno.Com: Jurnal Teknologi Informasi Prosiding Seminar Nasional Sains Dan Teknologi Fakultas Teknik Jurnal Konstruksia Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Teras Jurnal RACIC : Rab Construction Research Dinamisia: Jurnal Pengabdian Kepada Masyarakat BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil SELAPARANG: Jurnal Pengabdian Masyarakat Berkemajuan SIKLUS: Jurnal Teknik Sipil Jurnal Pensil : Pendidikan Teknik Sipil JURNAL KAJIAN TEKNIK SIPIL JURNAL SAINTIS Jurnal Infrastruktur Journal of Logistics and Supply Chain Journal of Infrastructure and Civil Engineering Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil Jurnal Teknik Sipil Institut Teknologi Padang SAINSTEK Jurnal Teknologi & Rekayasa Sipil Jurnal Sains, Nalar, dan Aplikasi Teknologi Informasi BATOBO: Jurnal Pengabdian Kepada Masyarakat Hawa : Jurnal Pemberdayaan Dan Pengabdian Masyarakat (HAWAJPPM) Journal of Infrastructure and Construction Technology Jurnal Teknik Sipil
Benny Hamdi Rhoma Putra
Jurusan Teknik Sipil, Universitas Riau, Jalan Hr. Subrantas KM12,5 Pekanbaru
Agriculture, Biological Sciences & Forestry 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 Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mechanical Engineering Medicine & Pharmacology Nursing Public Health Social Sciences Transportation Other

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Mapping the Economic Potential of the Community of Teluk Latak Village, Bengkalis District, Bengkalis Regency through an MSMEs: Pemetaan Potensi Ekonomi Masyarakat Desa Teluk Latak Kecamatan Bengkalis Kabupaten Bengkalis Melalui Survey UMKM Suryanita, Reni; Raihan Arditama Harnedi; Yohannes Firzal; Benny Hamdi Rhoma Putra; Yenita Roza; Poppy Nurmayanti; Harnedi Maizir
Dinamisia : Jurnal Pengabdian Kepada Masyarakat Vol. 8 No. 3 (2024): Dinamisia: Jurnal Pengabdian Kepada Masyarakat
Publisher : Universitas Lancang Kuning

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31849/dinamisia.v8i3.17284

Abstract

This community service activity (PKM) was carried out in Teluk Latak Village, Bengkalis District, Bengkalis Regency, Riau Province. This activity records the socio-economic potential of Teluk Latak Village which focuses on Micro, Small and Medium Enterprises (MSMEs). Although the majority of residents do not experience problems in doing business, some business actors report difficulties, especially in marketing and promoting the products that have been produced. Therefore, this PKM activity collected data on the economic potential in Teluk Latak Village based on information from MSME players. The PKM activity method is carried out through a field survey involving MSME business actors using the interview method and analyzing data related to the economy. The survey results show that the majority of MSME activists in Teluk Latak Village are engaged in weaving. This finding illustrates the strong economic potential, especially in the weaving MSME sector. It is hoped that the results of data collection on economic potential through this PKM activity can be used as a reference for optimal efforts in developing the potential of Teluk Latak Village. The results of the analysis show that improving marketing and promotion strategies can overcome the obstacles faced by some MSME actors, so that economic development in Teluk Latak Village can be carried out holistically, maximizing the potential of the MSME sector and overcoming obstacles that may arise.
Tinjauan Aspek Keselamatan pada Tikungan Rawan Kecelakaan di Jalan Raya Pekanbaru–Bangkinang KM 50: Studi Kasus: Jalan Raya Pekanbaru-Bangkinang KM 50 sepanjang 350 m Putra Iriandi, Farel; Putra, Benny Hamdi Rhoma; Sebayang, Mardani; Siswanto
Jurnal Teknologi dan Rekayasa Sipil Vol. 4 No. 2 (2025): VOL 4 NO 2 (NOVEMBER 2025)
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Riau

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31258/jtrs.4.2.12-25

Abstract

The curve at Km 50 of the Pekanbaru-Bangkinang Highway is classified as a sharp and closely spaced compound curve and is identified as an accident-prone area, marked by accident-prone zone signs on one direction of the curve. Based on traffic accident data from 2019-2024, five accidents have occurred at this location. Non-compliance of the geometric design with current standards is a contributing factor to traffic accidents. This study aims to evaluate the geometric conditions of the curve and analyze safety-related issues based on the 2021 geometric road design guidelines and other safety aspects. The results show that Curve 1 (PI-1) is categorized as an SS curve, while Curve 2 (PI-2) is an SCS curve. Other geometric features such as radius, degree of curvature, transition curve, and sight distance on both curves do not meet the geometric road design standards. Additionally, the superelevation value of PI-1 exceeds the recommended maximum value. Safety issues are further compounded by pavement damage, including patches, alligator cracks, potholes, and aggregate wear. Traffic facilities at the curve lack complete warning signs, speed limit signs, road studs, street lighting, convex mirrors, and damaged road markings. If geometric improvements are not feasible, recommendations include installing warning signs for accident-prone areas, reduced speed, road damage, and slippery surface warnings. Other measures include installing street lighting, reflectors on guardrails, speed limit signs, road studs, convex mirrors, delineator, vegetation clearing, and repairing longitudinal road markings.
Evaluasi Kinerja dan Pemanfaatan Jembatan Penyeberangan Orang (JPO) di Kota Pekanbaru. Dandi, Dandi; Rhoma, Benny Hamdi; Sebayang, Mardani; Irana, Rian Trikomara
Jurnal Teknologi dan Rekayasa Sipil Vol. 4 No. 2 (2025): VOL 4 NO 2 (NOVEMBER 2025)
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Riau

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31258/jtrs.4.2.34-43

Abstract

Jembatan Penyeberangan Orang (JPO) merupakan fasilitas penting yang dirancang untuk menjamin keselamatan pejalan kaki saat menyeberang jalan, khusus nya pada ruas dengan arus lalu lintas padat. Namun, di Kota Pekanbaru, tingkat pemanfaatan JPO masih relatif rendah. Penelitian ini bertujuan untuk mengevaluasi kinerja dan tingkat pemanfaatan JPO berdasarkan Standar Bina Marga 1995, serta mengidenfikasi faktor-faktor yang mempengaruhi penggunaanya. Metode penelitian yang digunakan meliputi survei lapangan, observasi lansung, dan kuisioner kepada pejalan kaki di sekitar lokasi JPO. Responden dari penelitian ini adalah pejalan kaki yang mengunakan JPO. Data volume yang diperoleh dianalisis untuk menilai efektivitas JPO. Kemudian data presepsi responden diolah dengan mengunakan Index Performance Analysis (IPA) untuk mengetahui variabel yang perlu mendapat perhatian untuk diperbaiki. Hasil kajian menunjukan bahwa secara teknis sebagian besar JPO memenuhi kriteria kelayakan struktural dan fungsional, namun terdapat kekurangan pada aspek kenyamanan, aksesibilitas, dan estetika. Untuk nilai efektivitas pengguna JPO didapatkan pada lokasi Living World sebesar 84,55% dan RS Awal Bros Sudirman sebesar 82,25%, menjadi nilai efektivitas tertinggi dengan nilai range >80% dikategorikan efektif, dan pada lokasi Ramayana STC dengan nilai efektivitas sebesar 39,80% dan MTC Mall 54,54% dikategorikan cukup efektif dikarekan belum mencapai nilai range minimum 80%. Faktor seperti jarak tempuh tambahan, kondisi fisik JPO, serta perilaku pengguna jalan berpengaruh signifikan terhadap tingkat pemanfaatan. Rekomendasi yang diajukan meliputi perbaikan desain, penambahan fasilitas pendukung, dan peningkatan kesadaran masyarakat akan pentingnya penggunaan JPO untuk keselamatan.
OPTIMALISASI PEMBELAJARAN ANALISIS PEMODELAN BANGKITAN PERJALANAN MENGGUNAKAN APLIKASI SPSS PADA MATA KULIAH PERENCANAAN DAN PEMODELAN TRANSPORTASI PRODI S1 SIPIL FAKULUTAS TEKNIK UNIVERSITAS RIAU Rizqy Ridho Praksa; Edi Yusuf Adiman; Benny Hamdi Rhoma Putra
Hawa : Jurnal Pemberdayaan Dan Pengabdian Masyarakat Vol. 1 No. 1 (2023): April 2023 Hawa : Jurnal Pemberdayaan Dan Pengabdian Masyarakat (HAWAJPPM)
Publisher : Yayasan Wayan Marwan Pulungan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69745/hawajppm.v1i1.1

Abstract

The importance of mastering skills in statistical analysis in the field of transportation planning and modeling has not been supported by learning to use the SPSS application so that the teaching and learning process is not optimal for students of the Civil Engineering Study Program at Riau University. The purpose of this optimization is to provide knowledge to undergraduate students of Civil Engineering, Riau University in order to gain specific skills, namely modeling trip generation using the SPSS application. Optimization method by introducing the SPSS application and making teaching modules in modeling trip generation, Pre Test to find out student knowledge related to the SPSS application, ending with Post Test activities as evaluation material.  The results of the Pre Test were 50-60% of students did not know the application, while the Post Test results were 90% of students knew the use of the SPSS application in modeling trip generation well. It is hoped that this optimization will increase knowledge and skills which can later become a plus point in the world of work.
Analisis Biaya Kecelakaan Lalu Lintas pada Ruas Jalan Nasional di Kota Pekanbaru Benny Hamdi Rhoma
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 6 No 2 (2018): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (Juli 2018)
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v6i2.1408

Abstract

Kecelakaan menjadi salah satu pembunuh terbesar di Indonesia yang telah banyak merenggut korban jiwa maupun harta benda. Oleh karena besarnya kerugian tersebut maka sangat diperlukan adanya suatu studi khusus tentang karakteristik kecelakaan dan biaya kerugian akibat kecelakaan dalam upaya peningkatan keselamatan lalu lintas di jalan raya. Penelitian ini mengambil kasus pada Ruas Jalan Nasional di Kota Pekanbaru. Data sekunder berupa laporan kecelakaan yang didapatkan dari Ditlantas Polda Riau. Tujuan dari penelitian ini adalah melakukan analisis karakteristik kecelakaan lalu lintas, dan menghitung biaya kecelakaan yang terjadi pada Ruas Jalan Nasional di Pekanbaru dengan metode The Gross Output (Human Capital). Dari hasil perhitungan menggunakan metode The Gross Output (Human Capital), Maka di dapat angka biaya kecelakaan di jalan nasional Kota Pekanbaru selama tiga tahun (2014-2016) sebesar Rp. 6.323.769.000 (enam milyar tiga ratus dua puluh tiga juta tujuh ratus enam puluh sembilan ribu rupiah). Kata kunci : Kecelakaan lalu lintas, jalan raya, Gross Output, pekanbaru.
EFEKTIVITAS RUMBLE STRIPS DALAM MEREDUKSI KECEPATAN ARUS LALU LINTAS DI JALAN LINGKUNGAN UNIVERSITAS RIAU Benny Hamdi Rhoma Putra; Edi Yusuf Adiman; M. Rilly A Yogi; Choryn Munadiyatul Haq; Elianora Elianora
Racic : Rab Construction Research Vol. 8 No. 2 (2023): DESEMBER
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v8i2.2871

Abstract

University of Riau (UNRI) Binawidya Campus, has approximately 700 hectares area which consist of 10 faculties. With good pavement conditions and the distance between faculties that are far apart, the characteristics of the speed of vehicles along UNRI Environmental Roads are high. High vehicle speed causes traffic safety problems, infact, increasing the probability of traffic accidents. One of the traffic engineering that has been applied to the UNRI Environmental Road is the installation of Rumble strips at many points on the campus Environment Road. The initial goal with the installation of this noise tape is to reduce vehicle operational speed (traffic calming) and reduce the possibility of accidents. This study aims to analyze the effectiveness of rumble strips in reducing the speed of traffic flow on the environmental roads of the University of Riau, namely on Muchtar Lutfi Street, the road next to the Rectorate Mosque, and the road in front of Faperta. The method of data collection is through a survey of the average speed of motorcycles (MC) and light vehicles (LV). Comparative analysis of the decrease in vehicle speed when passing through rumble strips using the chi-square test. The results of the chi-square test showed that there was no significant change in the average speed of vehicles affected by rumble strips to reach the vehicle speed limit of 40 km/hour at the University of Riau. This phenomenon arises because the design of the rumblestrips is not in accordance with the Regulation of the Minister of Transportation of the Republic of Indonesia Number PM 82 of 2018 both in terms of number and dimensions. Recommendations that can be applied are to adjust to the design of the provisions, and complement the rublestrips with caution signs and emblems.
UPAYA PENINGKATAN KESELAMATAN LALU LINTAS PADA PERSIMPANGAN TAK BESINYAL RAWAN KECELAKAAN DI JALAN NASIONAL KABUPATEN KAMPAR Benny Hamdi Rhoma Putra; Elianora Elianora; Sri Djuniati; Rizqy Ridho Prakasa; Novreta Ersy Darfia
Racic : Rab Construction Research Vol. 10 No. 1 (2025): JUNI 2025
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v10i1.3829

Abstract

The high rate of accidents at unsignalized intersections in Kampar Regency is one of the reasons for conducting this research. Data from the State Police of the Republic of Indonesia in the Kampar Sector recorded 1,013 accident cases between 2017 and 2020. The purpose of this study was to select accident-prone locations based on the results of ranking the highest accident rates, analyze safety issues, and provide recommendations for handling these locations. The ranking analysis was carried out using accident data for 4 years using the ACF and EPDO methods. Based on the ranking results, two locations are accident-prone areas, namely Jl Pekanbaru-Bangkinang KM 40 and Jl Pasir Putih KM 07. The problem of traffic safety on the Pekanbaru-Bangkinang KM 40 road is the time of accidents that occur during the day and night with the type of rear accident. end, single, head on. Traffic conflicts that occur are slowing down in the same direction, changing lanes, turning right in the same direction and turning left in the same direction. Some of the obstacles that occur include, there are no warning signs, road markings are unclear, visibility is disturbed by bushes, no PJU, roads that have not been paved, no road nails, and damaged pavement. Recommendations that can be suggested include repairing road pavements, clearing bushes at intersections, making PJUs, warning signs for accident-prone areas, caution signs, making road spikes. At the location of Jalan Pasir Putih KM 07 the problem of traffic safety is when the accident occurred during the day, with the type of head on accident. Traffic conflicts slow down in one direction, change lanes, turn right in the same direction and turn left in the same direction. Traffic management has no warning signs, plants that interfere with the driver's line of sight, vehicles parked haphazardly, unclear road markings, no road spikes, no PJU, damage to road pavement. The recommendations for handling are repairing road damage, repairing road markings, clearing land from plants that interfere with driver's visibility, signs prohibiting parking, making road spikes, warning signs for accident-prone areas, caution signs.
Efektivitas Penataan Parkir Mobil Penumpang di Badan Jalan Terhadap Kinerja Ruas Jalan di Jalan HR Soebrantas Depan Pasar Simpang Baru Panam Benny Hamdi Rhoma; Edi Yusuf Adiman; Elianora Elianora; Khoirunnisa Aprilia
Teras Jurnal : Jurnal Teknik Sipil Vol. 14 No. 1 (2024): Volume 14 Nomor 1, Maret 2024
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v14i1.1041

Abstract

Abstrak Adanya kegiatan parkir di badan jalan menyebabkan terganggunya kelancaran arus lalu lintas di ruas jalan HR Soebrantas tepatnya di depan Pasar Simpang Baru Panam. Agar diperoleh kinerja ruas jalan efektif pada jalan tersebut, maka perlu dilakukan penataan posisi sudut parkir khususnya untuk kendaraan mobil penumpang. Pada penelitian ini analisis dilakukan pada masing-masing sudut parkir rencana. Saat tanpa adanya parkir di badan jalan, tingkat pelayanan ruas jalan tersebut berada pada kategori A dengan derajat kejenuhan sebesar 0,56.  Setelah dilakukan simulasi penataan sudut parkir, didapatkan sudut parkir optimal untuk digunakan di lokasi ini adalah sudut 45°. Penggunaan sudut ini telah memenuhi kriteria minimum jalan kolektor sekunder yaitu berada pada tingkat pelayanan C. Untuk indeks parkir yaitu sebesar 0,71 yang berarti ruang parkir yang tersedia telah mampu memenuhi kebutuhan parkir di lokasi. Selain itu sudut ini mampu menampung lebih banyak kendaraan parkir serta memiliki tingkat kemudahan dan kenyamanan parkir yang lebih tinggi dibanding sudut 90°. Kata kunci: Karakteristik Parkir, Parkir di Badan Jalan, Sudut Parkir, Kinerja Ruas Jalan.   Abstract The existence of on-street parking activities causes disruption to the smooth flow of traffic on the HR. Soebrantas road, precisely in front of Pasar Simpang Baru Panam. In order to obtain effective road section performance on the road, it is necessary to arrange the position of the parking angle, especially for passenger car vehicles. This research analyzes each planned parking angle. When there is no parking on the road, the level of service for this road section is in category A with a degree of saturation value of 0.56. After simulating the arrangement of parking angles, the optimal parking angle to be used at this location is 45°. The use of this angle has met the minimum criteria for secondary collector roads which are at level of service C. The parking index is 0.71, which means that the available parking space is able to meet the parking demand at that location. In addition, the use of this angle is able to accommodate more parking vehicles and has a higher level of ease and comfort of parking than the 90° angle. Keywords: Parking Characteristics, On-street Parking, Parking Angle, Road Section Performance
Pengaruh Hambatan Samping Terhadap Biaya Operasional Kendaraan Pada Depan Pasar Simpang Baru, Kota Pekanbaru Benny Hamdi Rhoma; Edi Yususf Adiman; Muhammad Iqbal Makarim; Rizqy Ridho Prakasa
Teras Jurnal : Jurnal Teknik Sipil Vol. 14 No. 2 (2024): Volume 14 Nomor 2, September 2024
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v14i2.1152

Abstract

Abstrak Aktivitas Pasar Simpang Baru pada Jalan HR. Soebrantas merupakan hambatan samping yang mengurangi kapasitas jalan dan kecepatan kendaraan. Akibatnya akan berdampak pada kinerja jalan dan biaya operasional kendaraan (BOK). Maka perlu diketahui seberapa besar pengaruh hambatan samping terhadap BOK. Analisis berdasarkan kondisi eksisting dan kondisi tanpa hambatan, serta menggunakan analisis statistik untuk menghitung pengaruhnya. Besar hambatan samping tertinggi adalah 744,3 bobot kejadian, Derajat kejenuhan tertinggi adalah 0,732 (tingkat pelayanan C). BOK kendaraan kondisi eksisting yaitu sebesar Rp. 1.662,22/km untuk kendaraan ringan, Rp. 2.384,86/km untuk kendaraan berat dan Rp. 362,41/km untuk sepeda motor. Setelah hambatan samping dihilangkan nilai derajat kejenuhan menjadi 0,593 (tingkat pelayanan A), BOK kendaraan ringan menjadi 1.423,60/km, BOK kendaraan berat menjadi Rp. 2.260,13/km; dan BOK sepeda motor menjadi Rp. 319,24/km. Besar pengaruh hambatan samping terhadap BOK LV yaitu 50,5%, pengaruh hambatan samping terhadap BOK HV sebesar 38,1%, dan pengaruh hambatan samping terhadap BOK MC sebesar 57,7%. Kata kunci: hambatan samping, biaya operasional kendaraan, kinerja jalan    Abstract Simpang Baru market activities on HR. Soebrantas road is a side friction that reduce road capacity and vehicle speed. As a result, it will have an impact on road performance and vehicle operating costs (VOC). So it is necessary to know how much influence side friction on VOC. The analysis based on existing conditions and without side friction conditions, and used statistical analysis to calculate the effect. The highest amount of side friction is 744.3 event. The highest degree of saturation is 0.732 (level of service C). BOK for vehicles in existing condition is Rp. 1,662.22/km for light vehicles, Rp. 2,384.86/km for heavy vehicles and Rp. 362.41/km for motorcycles. After removing side friction, the value of the degree of saturation becomes 0.593 (level of service A), the BOK for light vehicles becomes 1,423.60/km, the BOK for heavy vehicles becomes Rp. 2,260.13/km; and BOK for motorcycles becomes Rp. 319.24/km. The influence of side friction on BOK LV is 50.5%, the influence of side friction on BOK HV is 38.1%, and the influence of side resistance on BOK MC is 57.7%. Keywords: side friction, vehicle operating cost, road performance
Co-Authors Adiman, Edi Yususf Ainun Rahmawati Alex Kurniawandy Andre Kurniawan Andre Kurniawan Aprilia, Khoirunnisa Athallah, Afif Choryn Munadiyatul Haq Dandi, Dandi Doni Rinaldi Basri Dwi Novi Wulansari Dzakiyyah Yasmin Dzahabiyyah Edi Yusuf Adiman Edi Yususf Adiman Elianora - Erzag, Almira Nabila Firzal, Yohannes Fitra Lestari Fitra Ramdhani, Fitra Harnedi Maizir Hendra Taufik Ikhlasul Febrianto Jennyfer Sudastin Joko Siswanto Khoirunnisa Aprilia Leo Sentosa Lestari, Astri Lyona, Vinka M. Rilly A Yogi M. Rilly Aka Yogi M. Rilly Aka Yogi M. Rilly Aka Yogie Makarim, Muhammad Iqbal Mardani Sebayang MG, Intan Monica Muhammad Iqbal Makarim Naissya Shafa Kamila Zahra Novreta Ersy Darfia Novreta Ersyi Darfia Poppy Nurmayanti Praksa, Rizqy Ridho Pramono, Riko Aditiya Putra Iriandi, Farel Rahmat Tisnawan Raihan Arditama Harnedi Reni Suryanita Rian Trikomara Iriana Rizky Ridho Prakasa Rizqy Ridho Prakasa Rizqy Ridho Prakasa Rizqy Ridho Praksa Sabrina Mutiara Fajrin Safridatul Audah Siswanto Siti Shofiah Sri Djuniati Sri Djuniati Sri Djuniati Sudastin, Jennyfer Suhanggi, Suhanggi Wulandika, Mia Yenita Roza Yogi Yogi Yogi, Muhammad Rilly Aka Yosi Alwinda Yosi Alwinda Yosi Alwinda Yosi Alwinda Yosi Alwinda, Yosi