Garuda - Garba Rujukan Digital

Evaluasi Perkerasan Menggunakan Metode Bina Marga 1990 Dengan Metode Pavement Condition Index (PCI) Dalam Penentuan Pekerjaan Preservasi Jalan Rhoma, Benny Hamdi; Pramono, Riko Aditiya; Elianora, Elianora; Prakasa, Rizqy Ridho
Teras Jurnal : Jurnal Teknik Sipil Vol. 13 No. 1 (2023): Volume 13 No 1, Maret 2023
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v13i1.810

Abstrak Status Jalan Pasir Putih Kota Pekanbaru merupakan jalan nasional dengan panjang jalan adalah 18,2 kilometer terletak diantara Simpang Kaharudin Nasution dan Simpang Kayu Ara yang juga sebagai urat nadi perekonomian masyarakat Kota Pekanbaru, karena itu perlu dijaga kondisi kemantapan jalan tersebut. Penelitian ini bertujuan untuk mengetahui jenis kerusakan dan kegiatan preservasi jalan yang tepat untuk diterapkan di ruas jalan Pasir Putih Kota Pekanbaru. Metode Bina Marga (1990) dan Pavement Condition Index (PCI) menjadi salah satu cara untuk mengetahui bagaimana kondisi jalan. Pada penelitian ini, untuk metode Bina Marga (1990) hasilnya 55% panjang ruas jalan memiliki nilai urutan prioritas (UP) 0-3 dengan rekomendasi kegiatan preservasi peningkatan, 22,5% memiliki nilai UP >7 dengan rekomendasi pemeliharaan rutin, dan 22,5% memiliki UP 4-6 dengan rekomendasi pemeliharaan berkala. Kemudian untuk hasil perhitungan berdasarkan metode PCI, sebanyak 67% panjang ruas jalan memiliki nilai PCI 0-55 dengan rekomendasi kegiatan preservasi adalah rekonstruksi, 7% memiliki nilai PCI 55-70 dengan rekomendasi peningkatan struktur, sebanyak 8% memiliki nilai PCI 70-85 dengan rekomendasi pemeliharaan berkala, dan 20% memiliki nilai PCI 80-100 dengan rekomendasi pemeliharaan rutin. Kata kunci: Jalan nasional, bina marga (1990), metode PCI, preservasi jalan Abstract Status of Pasir Putih Road, in Pekanbaru City is a national road with a road length of 18.2 kilometers located between the Kaharudin Nasution intersection and the Kayu Ara intersection which is also the economic lifeblood of the Pekanbaru community, road existing condition necessary to maintain the steady condition of the road. This study aims to determine the type of damage and the right road preservation activities to be applied. Bina Marga method (1990) and the Pavement Condition Index (PCI) are one way to find out how the condition of Jalan Pasir Putih in Pekanbaru City is. In this study, for the Bina Marga method (1990) the results showed that 55% of the length of the road had a priority order value (UP) of 0-3 with recommendations for increased preservation activities, 22.5% had a UP value of >7 with recommendations for routine maintenance, and 22, 5% have a UP of 4-6 with periodic maintenance recommendations. Then for the results of calculations based on the PCI method, 67% of the length of the road has a PCI value of 0-55 with a recommendation for preservation activities is reconstruction, 7% has a PCI value of 55-70 with a recommendation for structural improvement, as many as 8% have a PCI value of 70-85 with a periodic maintenance recommendations, and 20% had a PCI score of 80-100 with routine maintenance recommendations. Keywords: National road, bina marga (1990), PCI method, road preservation

Efektivitas Penataan Parkir Mobil Penumpang di Badan Jalan Terhadap Kinerja Ruas Jalan di Jalan HR Soebrantas Depan Pasar Simpang Baru Panam Rhoma, Benny Hamdi; Adiman, Edi Yusuf; Elianora, Elianora; Aprilia, Khoirunnisa
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

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

Menumbuhkan Kesadaran Warga Mengurangi Limbah Plastik dengan Ecobrick Joleha Joleha; Elvi Yenie; Elianora Elianora; Imam Suprayogi; Yohanna lilis Handayani
BATOBO: Jurnal Pengabdian Kepada Masyarakat Vol 1 No 2: BATOBO: Desember 2023
Publisher : Jurusan Teknik Elektro

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31258/batobo.1.2.82-92

Kegiatan pengurangan sampah plastik menjadi ecobrick ini merupakan bagian dari kegiatan tim Pengabdian Masyarakat Terintegrasi dengan mahasiswa Kukerta Universitas Riau tahun 2021. Tujuan dari kegiatan ini adalah untuk meningkatkan kesadaran warga perumahan Putri Tujuh II Pekanbaru untuk mengurangi sampah plastik. Volume sampah plastik merupakan yang terbesar setelah sampah organik yang dihasilkan oleh kegiatan rumah tangga, yang keberadaannya perlu dimanfaatkan untuk mengurangi volume sampah rumah tangga baik di Tempat Pembuangan Akhir (TPS) maupun Tempat Pembuangan Akhir (TPA). Untuk itu perlu dibangun/meningkatkan kesadaran masyarakat melalui penyuluhan, pelatihan dan penerapan pentingnya mengurangi sampah rumah tangga dengan memanfaatkan sampah plastik menjadi ecobrick. Setelah kegiatan ini, warga dapat mengetahui cara membuat ecobrick dan warga mengetahui bahwa ecobrick dapat mengurangi timbulan sampah. Dari pengamatan lapangan dapat disimpulkan bahwa diperlukan pendampingan yang berkesinambungan agar warga tetap semangat dalam menjalankan aktivitasnya hingga menjadi terbiasa. Dukungan pemerintah juga diperlukan agar keberlanjutan dapat terjaga.

Inventarisasi Bangunan dan Fasilitas Perlengkapan Jalan Pada Jalan Garuda Sakti Mika Purba; Horas Saut MM; Sri Djuniati; Elianora; Dwi Visti Rurianti; Haji Gussyafri
Jurnal Vokasi Manajemen Dan Rekayasa Infrastruktur Sipil Vol. 2 No. 2 (2025): JULI - DESEMBER 2025
Publisher : Teknik Sipil Universitas Riau

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56208/jvmatriks.v2i2.22

Jalan Garuda Sakti is a provincial road that connects Pekanbaru City and Kampar Regency and serves as the boundary between inner-city and outer-city road segments. Road buildings and traffic equipment facilities are essential components in supporting road functionality, safety, and user comfort. This study aims to inventory the availability and identify the needs of road buildings and equipment facilities along both segments. A quantitative approach was employed through field surveys. The results indicate that no road buildings were available on either inner-city or outer-city segments. Of the nine types of road equipment facilities assessed, the inner-city segment was equipped with only two types, namely traffic signs and street lighting, while the outer-city segment had only traffic signs. The analysis of facility requirements shows that the inner-city segment requires roadside drainage channels, 17 street lighting units, 32 traffic signs, and two types of road markings. Meanwhile, the outer-city segment requires roadside drainage channels, 33 street lighting units, 28 traffic signs, and two types of road markings. Overall, the findings reveal that road buildings and equipment facilities are still inadequate in both segments, particularly in the outer-city area, highlighting the need for accelerated infrastructure development to improve traffic safety, comfort, and mobility.

Inventarisasi Bangunan dan Fasilitas Perlengkapan Jalan Pada Perbatasan Jalan Dalam dan Luar Kota Pekanbaru. Studi Kasus: Jalan Pasir Putih M. Ilham Maulana; Elianora Elianora; Horas Saut; Dwi Visti Rurianti; Merley Misriani; Sri Djuniati
Jurnal Vokasi Manajemen Dan Rekayasa Infrastruktur Sipil Vol. 3 No. 1 (2026): JANUARI-JUNI 2026
Publisher : Teknik Sipil Universitas Riau

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56208/jvmatriks.v3i1.47

Roads are a vital infrastructure that supports the smoothness of social, economic, educational, and mobility activities of the community. This research aims to inventory the buildings and road facilities within and outside the city, focusing on Pasir Putih Road. The method used is a field survey with a quantitative approach to calculate the percentage of component availability. The analysis results show that in urban road sections, facilities such as parking lots, drainage systems, and roadside channels are not yet available, while street lighting facilities reach 80%, traffic signs 90%, and road markings 100%. In rural road sections, the availability of facilities tends to be lower. These findings indicate the need for accelerated development and procurement of road facilities, especially in rural areas, to enhance transportation safety and comfort.

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

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

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.

IDENTIFIKASI MASALAH GENANGAN BANJIR DI DESA AUR SATI KABUPATEN KAMPAR, RIAU Bambang Sujatmoko; Yohanna Lilis Handayani; Rinaldi Rinaldi; Buchori Buchori; Elianora Elianora; Ismeddiyanto Ismeddiyanto
BHAKTI NAGORI (Jurnal Pengabdian kepada Masyarakat) Vol. 3 No. 1 (2023): BHAKTI NAGORI (Jurnal Pengabdian kepada Masyarakat) Juni 2023
Publisher : LPPM UNIKS

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36378/bhakti_nagori.v3i1.2616

Permasalahan drainase di Desa Aur Sati Kecamatan Tambang Kabupaten Kampar adalah timbulnya genangan air di beberapa titik lokasi dan juga munculnya bau yg tak sedap akibat pembuangan limbah rumah tangga yang semrawut. Untuk memecahkan masalah drainase yang ada di desa Aur sati, maka langkah awal yang dilakukan adalah melakukan identifikasi masalah genangan banjir. Identifikasi dilakukan melalui wawancara, pengamatan lapangan, dan pengolahan data citra Lansat dengan geographic information sistem (GIS). Hasil penelitian menunjukkan bahwa genangan banjir terjadi di 3 titik yaitu di Dusun 1, Dusun 2 dan Dusun 4. Penyebab genangan tersebut adalah drainase yang belum terpadu, kondisi saluran drainase juga tidak layak, elevasi yang rendah dibanding sekelilingnya dan pembuangan sampah di saluran drainase sehingga mengakibatkan sumbatan di saluran. Untuk memecahkan masalah genangan banjir yang ada, hasil identifikasi yang telah dilakukan perlu ditindaklanjuti dengan evaluasi dimensi saluran tiap segmen genangan di masing-masing Dusun terdampak. Kata kunci:identifikasi masalah genangan, drainase, desa Aur Sati, sebaran genangan

Evaluasi Perkerasan Menggunakan Metode Bina Marga 1990 Dengan Metode Pavement Condition Index (PCI) Dalam Penentuan Pekerjaan Preservasi Jalan Benny Hamdi Rhoma; Riko Aditiya Pramono; Elianora Elianora; Rizqy Ridho Prakasa
Teras Jurnal : Jurnal Teknik Sipil Vol. 13 No. 1 (2023): Volume 13 No 1, Maret 2023
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v13i1.810

Abstrak Status Jalan Pasir Putih Kota Pekanbaru merupakan jalan nasional dengan panjang jalan adalah 18,2 kilometer terletak diantara Simpang Kaharudin Nasution dan Simpang Kayu Ara yang juga sebagai urat nadi perekonomian masyarakat Kota Pekanbaru, karena itu perlu dijaga kondisi kemantapan jalan tersebut. Penelitian ini bertujuan untuk mengetahui jenis kerusakan dan kegiatan preservasi jalan yang tepat untuk diterapkan di ruas jalan Pasir Putih Kota Pekanbaru. Metode Bina Marga (1990) dan Pavement Condition Index (PCI) menjadi salah satu cara untuk mengetahui bagaimana kondisi jalan. Pada penelitian ini, untuk metode Bina Marga (1990) hasilnya 55% panjang ruas jalan memiliki nilai urutan prioritas (UP) 0-3 dengan rekomendasi kegiatan preservasi peningkatan, 22,5% memiliki nilai UP >7 dengan rekomendasi pemeliharaan rutin, dan 22,5% memiliki UP 4-6 dengan rekomendasi pemeliharaan berkala. Kemudian untuk hasil perhitungan berdasarkan metode PCI, sebanyak 67% panjang ruas jalan memiliki nilai PCI 0-55 dengan rekomendasi kegiatan preservasi adalah rekonstruksi, 7% memiliki nilai PCI 55-70 dengan rekomendasi peningkatan struktur, sebanyak 8% memiliki nilai PCI 70-85 dengan rekomendasi pemeliharaan berkala, dan 20% memiliki nilai PCI 80-100 dengan rekomendasi pemeliharaan rutin. Kata kunci: Jalan nasional, bina marga (1990), metode PCI, preservasi jalan Abstract Status of Pasir Putih Road, in Pekanbaru City is a national road with a road length of 18.2 kilometers located between the Kaharudin Nasution intersection and the Kayu Ara intersection which is also the economic lifeblood of the Pekanbaru community, road existing condition necessary to maintain the steady condition of the road. This study aims to determine the type of damage and the right road preservation activities to be applied. Bina Marga method (1990) and the Pavement Condition Index (PCI) are one way to find out how the condition of Jalan Pasir Putih in Pekanbaru City is. In this study, for the Bina Marga method (1990) the results showed that 55% of the length of the road had a priority order value (UP) of 0-3 with recommendations for increased preservation activities, 22.5% had a UP value of >7 with recommendations for routine maintenance, and 22, 5% have a UP of 4-6 with periodic maintenance recommendations. Then for the results of calculations based on the PCI method, 67% of the length of the road has a PCI value of 0-55 with a recommendation for preservation activities is reconstruction, 7% has a PCI value of 55-70 with a recommendation for structural improvement, as many as 8% have a PCI value of 70-85 with a periodic maintenance recommendations, and 20% had a PCI score of 80-100 with routine maintenance recommendations. Keywords: National road, bina marga (1990), PCI method, road preservation

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

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

Title

Found 50 Documents
Search

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Title Search

Found 50 Documents Search

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Title

Found 50 Documents
Search