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All Journal Jurnal Ilmu Lingkungan Journal of Applied Materials and Technology Jurnal Inovtek Seri Teknik Sipil dan Aplikasi (TekLA) Jurnal Teknologi & Rekayasa Sipil BATOBO: Jurnal Pengabdian Kepada Masyarakat Jurnal Vokasi Manajemen Dan Rekayasa Infrastruktur Sipil
Horas Saut Maringan Marpaung
Universitas Riau
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Engineering Environmental Science Materials Science & Nanotechnology Mechanical Engineering Transportation Other

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PENGGUNAAN SISTEM INFORMASI GEOGRAFIS DALAM PENGELOLAAN DAERAH ALIRAN SUNGAI MENGGUNAKAN MODEL SOIL AND WATER ASSESMENT TOOL (SWAT) Nurdin Nurdin; Muhammad Shalahuddin; Fakhri Fakhri; Ermiyati Ermiyati; Alfian Malik; Horas Saut MM
Jurnal Ilmu Lingkungan Vol 16, No 2 (2022): Jurnal Ilmu Lingkungan
Publisher : Program Pascasarjana Universitas Riau

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31258/jil.16.2.p.128-140

Abstract

The Soil and Water Assessment Tool (SWAT) model which is integrated with the Geographic Information System (GIS) can provide an overview or prediction of the influence of land management on watershed hydrology in accordance with the interests of evaluating and monitoring watershed management activities. The purpose of this study was to analyze the management of the Bukit Suligi Micro sub-watershed based on land use patterns, as a basis for determining the best recommendations for Forest and Land Rehabilitation activities by planting forestry trees based on community participation in Sei Kuning Village, Tandun District, Rokan Hulu Regency. The research method is processing primary and secondary data using a SWAT model integrated with GIS in analyzing hydrological characteristics in land use scenarios in the management of the Bukit Suligi Micro Watershed, as a basis for determining the best recommendations in Forest and Land Rehabilitation (RHL). community participation-based forestry tree planting activities in the Village. The best option in the land use scenario is the second scenario, which in its implementation in the field is the application of agroforestry to the existing Protected Forest Rehabilitation, only needing to insert forest plants based on community participation in Sei Kuning Village, Tandun District, Rokan Hulu Regency.
ANALISIS KERUSAKAN JALAN DATUK SETIA MAHARAJA PEKANBARU DENGAN METODE PAVEMENT CONDITION INDEX (PCI) Elianora Elianora; Horas Saut.M.M; Ere Zij Sheagle S
Jurnal TeKLA Vol 3, No 2 (2021): TEKLA VOL.3 NO2, 2021
Publisher : Politeknik Negeri Bengkalis

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (974.782 KB) | DOI: 10.35314/tekla.v3i2.2298

Abstract

Datuk Setia Maharaja Street Pekanbaru is a collector road connecting between the activity centers of Pekanbaru city and has a length of 1,620 meters and a width of 12 meters. There are several damages that make it uncomfortable for motorists who pass through the road so that repairs are needed. The purpose of this study was to determine the types of road damage and determine the index value of the flexible pavement condition using the Pavement Condition Index (PCI) method. The research was conducted into 8 segments with a size of 200 meters per segment. The results of the analysis showed that the damage to Datuk Setia Maharaja street Pekanbaru  included subsidence, lumps, obesity, potholes, grain release, block cracks, crocodile skin cracks, diagonal cracks, transverse cracks, longitudinal cracks, edge cracks, slip cracks, burrs, and fillings. The average PCI score is 54 with Fair conditions. This shows that a serious response from the government is needed to immediately make repairs before the damage becomes more severe.
ANALISIS PENGARUH DERAJAT KEJENUHAN DAN KECEPATAN KENDARAAN TERHADAP TINGKAT PELAYANAN JALAN ARIFIN AHMAD PEKANBARU Elianora Elianora; Horas Saut; Chelsy Safira
Jurnal TeKLA Vol 3, No 1 (2021): TEKLA VOL.3 NO1, 2021
Publisher : Politeknik Negeri Bengkalis

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (996.525 KB) | DOI: 10.35314/tekla.v3i1.2127

Abstract

Jalan Arifin Ahmad merupakan jalan empat lajur dua arah terbagi (4/2 T). Jalan ini menghubungkan zona pemukiman padat dengan zona pusat erkantoran dan perdagangan dan arus lalulintas cukup padat khususnya pada jam sibuk. Perlu diketahui tingkat pelayanan pada jalan ini dengan cara menghitung kapasitas, volume arus lalu lintas, derajat kejenuhan dan kecepatan kendaraan. Kesimpulan yang diperoleh adalah Kinerja Jalan Arifin Ahmad Kota Pekanbaru termasuk kedalam tingkat pelayanan B, arus stabil dengan hasil Dj < 0.85 dan kecepatan rata-rata >20 Mph, sesuai dengan PKJI 2014.
Evaluasi Kinerja Simpang Tak Bersinyal pada Simpang Jalan Riau - Jalan Kayu Manis Kota Pekanbaru Husaini, M. Fahri; Horas Saut Maringan Marpaung; Alfian Malik
Jurnal Teknologi dan Rekayasa Sipil Vol. 2 No. 1 (2023): VOL 2 NO 1 (JULI 2023)
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Riau

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56208/jtrs.v2.i1.hal10-14

Abstract

Simpang Jalan Riau - Jalan Kayu Manis termasuk simpang tiga lengan tak bersinyal yang berada di Kota Pekanbaru dan sering mengalami kemacetan. Tujuan penelitian ini adalah untuk mengevaluasi kinerja simpang tak bersinyal Jalan Riau - Jalan Kayu Manis. Metode perhitungan kinerja simpang tak bersinyal ini berpedoman kepada MKJI 1997. Berdasarkan hasil penelitian dapat diketahui bahwa arus puncak adalah hari Kamis 21 Juli 2022 dengan hasil Q = 3.132 smp/jam, C = 2.727 smp/jam, DS = 1,15, D = 30,75 det/smp dengan tingkat pelayanan D. Sehingga DS telah melebihi nilai yang diisyaratkan MKJI 1997 (DS ≤ 0,75) dan tingkat pelayanan telah melewati berdasarkan Peraturan Menteri Perhubungan Nomor 96 Tahun 2015. Setelah dilakukan penanganan simpang ternyata efektif, nilai DS menjadi 0,74 dan tingkat pelayanan menjadi B sehingga sudah memenuhi nilai yang diisyaratkan.
ANALISIS KELAYAKAN POMPANISASI AIR IRIGASI DAERAH IRIGASI RAWA SEPOTONG KABUPATEN BENGKALIS Harry Dias Darmawan; Siswanto; Yohanna Lilis Handayani; Mardani Sebayang; Horas Saut Maringan
Jurnal Teknologi dan Rekayasa Sipil Vol. 3 No. 2 (2024): VOL 3 NO 2 (NOVEMBER 2024)
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Riau

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31258/jtrs.3.2.01-10

Abstract

Kabupaten Bengkalis merupakan daerah luas persawahan 5.014 ha. Luasnya lahan persawahan merupakan potensi yang dapat mendukung tersedianya pangan guna mencukupi kebutuhan lokal maupun regional. Keseriusan dan komitmen Pemda Kabupaten Bengkalis dalam membangun ketahanan pangan diwujudkan dengan rencana membangun sistem irigasi guna mengairi 1500 ha lahan persawahan yang kekurangan air ketika musim kemarau. Salah satu daerah irigasi rawa di Kabupaten Bengkalis tentang kriteria dan penetapan status Daerah Irigasi, yaitu Daerah Irigasi Rawa Sepotong khususnya di Desa Langkat dengan luas 326 ha mengalami kekurangan air di musim kemarau. Hal ini disebabkan debit air hujan pada saat itu tidak mencukupi atau kecil sehingga tidak dapat mengairi daerah irigasi yang ada. Selain itu, elevasi muka air pada saat musim kemarau lebih rendah dibandingkan dengan elevasi sawah. Peneltian ini dilakukan dengan menggunakan berbagai data sekunder dan menganalisis kelayakan pembangunan pompanisasi irigasi di daerah Daerah Irigasi Rawa Sepotong. Berdasarkan analisa data yang dilakukan, didapat ketersediaan debit andalan (Q80) Sungai Siak Kecil dengan metode F.J Mock sebesar 58,315 m3/s dengan kebutuhan air irigasi terbesar pada bulan Agustus periode I sebesar 0,61 m3/s. Dengan tingkat ketersediaan air yang sangat tinggi dibandingkan dengan kebutuhan air irigasi daerah tersebut, maka secara teknis pembangunan pompanisasi irigasi ini layak dilaksanakan dan layak secara ekonomi, dengan nilai NPV = Rp. 5.960.314.848, IRR = 19,3%, dan BCR = 1,16.
Evaluasi Kerusakan Jalan Merpati Sakti Dengan Metode Pavement Condition Index (PCI) Elianora; Rurianti, Dwi Visti; Misriani, Merley; Marpaung, Horas Saut; Djuniati, Sri; Sitepu, Epa Lukesih
Jurnal Vokasi Manajemen Dan Rekayasa Infrastruktur Sipil Vol. 1 No. 1 (2024): JULI-DESEMBER 2024
Publisher : Teknik Sipil Universitas Riau

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56208/jvmatriks.v1i1.5

Abstract

Road damage is a condition where the quality of the road pavement decreases so that it can disrupt the comfort and safety of road users. On the Merpati Sakti road there is a lot of damage which can pose a risk of accidents. The aim of this research is to determine the types of damage and determine the index value of the flexible pavement condition on Merpati Sakti road. This research method uses the Pavement Condition Index (PCI) method. The data required includes the type of road damage, road dimensions, damage dimensions. The results of identifying the types of road damage found along the research location bleeding, potholes, depression, weathering/raveling, block crack, alligator cracks, diagonal cracks, transverse cracks, edge cracking and patching. The average Pavement Condition Index (PCI) value on Merpati Sakti road is 21.5. From the results of this research it can be concluded that the damage on Merpati Sakti road using the PCI (Pavement Condition Index) method is very poor. The recommendations from this research require serious treatment from the government to immediately carry out repairs so that the damage does not become worse.
Studi Kinerja Jalan Cipta Karya Kota Pekanbaru Putra, M Riko; Djuniati, Sri; Elianora; Rurianti, Dwi Visti; Misriani, Merley; Marpaung, Horas Saut M
Jurnal Vokasi Manajemen Dan Rekayasa Infrastruktur Sipil Vol. 2 No. 1 (2025): JANUARI-JUNI 2025
Publisher : Teknik Sipil Universitas Riau

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56208/jvmatriks.v2i1.14

Abstract

Cipta Karya Street, located in Tampan District, Pekanbaru City, functions as a local road connecting HR. Soebrantas Street with Matoa and Cipta Karya Ujung Streets. This area experiences high vehicle density, contributing to congestion issues. A traffic volume survey was conducted at STA 00+100–00+300 on June 10, 13, and 15, 2024. The highest traffic volume was recorded on Monday, June 10, 2024, during peak hours (07.00–08.00 WIB) with 2,845 vehicles/hour or 1,235.2 pcu/hour. The side resistance value of 238.7 indicates a low level (L), while the road capacity is 1,442.5 pcu/hour. The free-flow speed of light vehicles was calculated at 33.81 km/hour. Based on the degree of saturation (DS) of 0.85, the road section performance is within acceptable limits according to PKJI (2014), indicating a stable traffic flow. However, the level of service (LOS) is classified as D, suggesting the flow is nearing instability, although the average speed remains above 25 km/hour. These findings highlight the need for traffic management strategies to prevent further decline in service level.
Properties of concrete containing crumb rubber and rice husk ash mixing with peat water Abdurrahman, Habib; Alfikri, Nur; Rijaldo, Arief; Qoryati, Mia; Marpaung, Horas Saut Maringan; Wibisono, Gunawan; Olivia, Monita
Journal of Applied Materials and Technology Vol. 6 No. 2 (2025): March 2025
Publisher : Faculty of Engineering Universitas Riau and Applied Materials and Technology Society

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31258/Jamt.6.2.79-89

Abstract

This study compares the effects of peat water and normal water as mixing and curing water on the properties of crumb rubber and rice husk ash concrete (CR-RHA). The number of crumb rubber and rice husk ash used on the concrete followed the optimum mixture from a previous study, which was 5% and 10%, respectively. The crumb rubber was treated to overcome the lack of adhesion by soaking it in water for 24 hours. Normal concrete (PCC) was also cast as a control. CR-RHA and PCC concrete were mixed and cured using normal and peat water. Compressive strength, tensile strength, and porosity were tested at 3, 7, 14, 28, and 56 days. In general, CR-RHA concrete and PCC concrete showed lower performance when mixed and cured with peat water compared to normal water. Peat water with high acidity decreased the calcium content and developed the amount of pores in concrete, resulting in strength reduction. However, due to the excess pozzolan from rice husk ash, CR-RHA concrete had better resistance as the strength loss was relatively smaller, respectively 11.4% at 28 days and 10.6% at 56 days. Furthermore, CR-RHA concrete showed lower porosity, higher compressive strength, and tensile strength than PCC concrete due to rice husk ash that improved concrete density by generating CSH and crumb rubber that prevented concrete from spalling in an acidic environment. It was also found that compared to the previous study, pre-treated crumb rubber exhibited better mechanical and durability of concrete.
Pengembangan Potensi Wisata Berbasis Kearifan Lokal di Danau Bokuok Desa Aur Sati Randhi Saily; Mardani Sebayang; Siswanto Siswanto; Edi Yusuf Adiman; Hendra Taufik; Alex Kurniawandy; Benny Hamdi Rhoma Putra; Horas Saut Marpaung; Novreta Ersyi Darfia; Vinka Lyona; Rizqy Ridho Prakasa; Intan Monica MG; Vinka Lyona
BATOBO: Jurnal Pengabdian Kepada Masyarakat Vol 4 No 1: BATOBO: Juni 2026
Publisher : Jurusan Teknik Elektro

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31258/batobo.4.1.70-79

Abstract

Kawasan Danau Bokuok yang berlokasi di Desa Aur Sati, Kecamatan Tambang, Kabupaten Kampar, Provinsi Riau menyimpan beragam potensi wisata yang layak dikembangkan secara terencana. Kegiatan pengabdian kepada masyarakat ini bertujuan menyusun dokumen perencanaan kawasan wisata berbasis pemberdayaan komunitas lokal. Pendekatan yang digunakan mencakup survei lapangan, wawancara pemangku kepentingan, observasi potensi fisik, dan pemetaan menggunakan drone. Hasil identifikasi menunjukkan empat potensi unggulan: (1) tradisi Maawuo sebagai atraksi budaya turun-temurun, (2) jalur bersepeda dengan empat alternatif rute sepanjang 3,5 hingga 14,7 km, (3) wisata air berbasis perahu dan kegiatan memancing, serta (4) kuliner khas Kampar sebagai daya tarik pendukung. Kegiatan pengabdian berdampak pada pembentukan Kelompok Sadar Wisata (Pokdarwis), tersedianya peta kawasan berskala, dan meningkatnya kapasitas masyarakat dalam tata kelola pariwisata. Pengembangan yang berkelanjutan memerlukan sinergi antara pemerintah desa, dinas pariwisata, akademisi, dan masyarakat lokal.
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

Abstract

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.
Co-Authors Abdurrahman, Habib Alex Kurniawandy Alfian Malik Alfikri, Nur Benny Hamdi Rhoma Putra Chelsy Safira Dwi Visti Rurianti Edi Yusuf Adiman Elianora - Ere Zij Sheagle S Ermiyati Ermiyati Fakhri Fakhri Fikhri Abdi Digdaya Gunawan Wibisono Gussyafri Harry Dias Darmawan Hendra Taufik Husaini, M. Fahri Intan Monica MG M M Shalahuddin M. Ilham Maulana Mardani Sebayang Mardani Sebayang MERLEY MISRIANI Mika Purba Monita Olivia Muhammad Shalahuddin Novreta Ersyi Darfia Nurdin Nurdin Putra, M Riko Qoryati, Mia Randhi Saily Rijaldo, Arief Rizqy Ridho Prakasa Rurianti, Dwi Visti Siswanto Siswanto Siswanto Sitepu, Epa Lukesih Sri Djuniati Sri Djuniati Vinka Lyona Vinka Lyona Yohanna Lilis H