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All Journal RACIC : Rab Construction Research Musamus Journal of Civil Engineering Jurnal Pengabdian Masyarakat Multidisiplin Journal of Infrastructure and Civil Engineering
Husni Mubarak
Universitas Abdurrab
Aerospace Engineering Humanities Astronomy Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Earth & Planetary Sciences Education Electrical & Electronics Engineering Energy Engineering Environmental Science Immunology & microbiology Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Medicine & Pharmacology Nursing Public Health Social Sciences Transportation Other

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ANALISIS TEBAL RIGID PAVEMENT DENGAN METODE BINA MARGA PD T-14-2013 (STUDI KASUS : SP. AIR HITAM – SP. GEMAR MENABUNG KOTA PEKANBARU) Husni Mubarak; husnah husnah; Hasan Hasan
Racic : Rab Construction Research Vol 4 No 1 (2019): Juni
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (651.508 KB)

Abstract

The intersection of Sudirman - the Soekarno Pekanbaru intersection road is a provincial road where the project work has been completed. The road is a place for passing passenger cars, light vehicles and heavy vehicles with varied vehicle axes. This research will discuss the rigid pavement design that has been issued by the Directorate General of Highways, namely Pd T-14-2003. The purpose of this study was to recalculate the thickness of the pavement using the Bina Marga Pd T-14-2003 method. Specifically conducted a comparative analysis of rigid pavement thickness using the Bina Marga Pd T-14-2003 method with existing conditions in the field. The calculation method for rigid pavement carried out is the HVAG (Heavy Vehicle Axle Group) method on the cement concrete pavement planning guide. After comparison analysis was obtained, the concrete cement pavement thickness in the field was 45 cm with 30 cm concrete plate thickness and 15 cm thinner concrete (Lc) while the theoretically calculated concrete cement cement pavement thickness was 33 cm with a thick concrete plate 18 cm which is the most economical plate thickness and thin concrete (Lc) is 15 cm.
PELEBARAN JALAN UMUM DALAM KOMPLEK PERUMAHAN LIMBUNGAN PERMAI (PLP) RT.02 RW.06 KELURHAN LEMBAH SARI KECAMATAN RUMBAI PESISIR PEKANBARU RIAU Alfin Surya; Husni Mubarak
Jurnal Pengabdian Masyarakat Multidisiplin Vol 3 No 3 (2020): Juni
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (55.483 KB) | DOI: 10.36341/jpm.v3i3.1020

Abstract

Kegiatan KUKERTA (Kuliah kerja nyata) Universitas Abdurrab di lakukan sebagai bentuk pengabdian dan refleksi dari peran mahasiswa sebagai Agent of change. Jalan menurut KBII di artikan sebagai adalah prasarana transportasi darat yang meliputi segala bagian area darat, termasuk bangunan pelengkap dan perlengkapannya yang diperuntukkan bagi lalu lintas, yang berada pada permukaan tanah, di atas permukaan tanah, di bawah permukaan tanah dan/atau air, serta di atas permukaan air, kecuali jalan kereta api, jalan lori, dan jalan kabel. Pelebaran jalan di lakukan guna memberikan keleluasaan dan kenyamanan para penguna jalan yang berada di area Perumahan Limbungan Permai. Dalam pembagian nya jalan yang mendapat pelebaran adalah jalan Umum yang bisa di lalui oleh masyarakat umum sebagai prasarana transportasi dan mobilisasi penduduk. Pelebaran sendiri dapat di artikan sebagai penambahan lebar yang semulanya sudah ada, namun dirasa kurang dan oleh karena itu dilakukanya pelebaranjalan sebagai salah satu bentuk pengabdian masyarakat
Pengaruh Hambatan Samping Terhadap Kinerja Lalu Lintas Di Kabupaten Kampar Husni Mubarak; Puspa Ningrum; Muhammad Toyeb; Ria Gusri Widyas Tuti
Musamus Journal of Civil Engineering Vol 4 No 01 (2021): Musamus Journal of Civil Engineering
Publisher : Musamus University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35724/mjce.v4i01.4093

Abstract

Kemacetan lalu lintas disebabkan oleh ketidakseimbangan antara peningkatan kepemilikan kendaraan dan pertumbuhan prasarana jalan yang tersedia serta kapasitas efektif ruas jalan yang ada lebih kecil dari kapasitas jalan yang direncanakan akibat adanya hambatan di tepi jalan. Faktanya daerah Jalan Sisingamangaraja ini cukup padat dengan pedagang kaki lima yang menggunakan pinggir ruas jalan, parkir kendaraan. Selain itu ditambah jumlah pejalan kaki yang berjalan atau menyebrang sepanjang segmen jalan, dan jumlah kendaraan bermotor yang masuk keluar ke/dari lahan samping jalan serta arus kendaraan yang bergerak lambat seperti sepeda, becak dll. Hal ini sangat mengganggu kendaraan yang lewat dan menimbulkan kemacetan di ruas jalan depan Pasar Plaza Bangkinang Kota. Pada ruas jalan Sisingamangaraja dengan hambatan samping yang sebesar 543,6 bobot kejadian tinggi (H). pada ruas Jalan Sisingamangaraja di kawasan Pasar Plaza Bangkinang.derajat kejenuhannya melebihi batas derajat kejenuhan ideal 0.80 dengan Tingkat layanan D.Untuk kemampuan ruas jalan Sisingamangaraja dapat meloloskan jumlah volume lalu lintas C = 1856.03 smp/jam. Kecepatan arus bebas = 33,50 km/jam. Kecepatan minimum kendaran saat terjadi kemacetan pada hari Minggu adalah 19.18 km/jam atau 11,92 Mph. digunakan alternatif nomor 8 (delapan), yaitu menghilangkan data parkir, kendaraan berhenti dan kendaraan keluar masuk. Sehingga didapat kapasitas ruas jalan C = 2028,68 smp/jam. Kecepatan arus bebas = 38,17 km/jam. Derajat kejenuhan = 0,74 sudah dibawah standar dari ketentuan MKJI 1997.
Perencanaan Dinding Turap di Tepi Sungai Pada Tanah Lunak Muhammad Toyeb; Husni Mubarak; Puspa Ningrum; Muhammad Yazid
Journal of Infrastructure and Civil Engineering Vol. 2 No. 2 (2022)
Publisher : Program Studi Teknik Sipil Sekolah Tinggi Teknologi Pekanbaru

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35583/jice.v2i2.23

Abstract

Stability of soil on the riverbank necessary to considered towards landslide. Especially the location of soil in around it commonly have kinds the soft soil and over deformation. The large lateral earth pressure grant the influence to sheet pile stability. The face problem was embankment placed in riverbank on natural soil. It is potentially occur shear failure on embankment. Aim the study was design sheet pile to own bearing capacity in order to able withhold mainly lateral force. The source data from soil investigation report was SPT and analysis method based on soil properties, load design, lateral earth pressure, moment force. The result based on soil investigation obtained that almost 20 meters depth was soil to overly soft density. Depth of sheet pile was not reached rock soil because it mainly withhold lateral earth pressure. Therefore design of sheet pile planned to using steel sheet pile of Larssen profile 605K with length 12 m and driving depth 7 m along reinforcement to block anchor.
Analisis Jaringan Trayek Angkutan Umum di Bangkinang Kota Kabupaten Kampar, Riau: Analisis Jaringan Trayek Rahmat Tisnawan; Husni Mubarak; Fitra Ramdhani; Agustinus Tambunan
Journal of Infrastructure and Civil Engineering Vol. 2 No. 2 (2022)
Publisher : Program Studi Teknik Sipil Sekolah Tinggi Teknologi Pekanbaru

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35583/jice.v2i2.24

Abstract

Bangkinang Kota is the capital of kampar which is the center of regional activities such as government, education, economy and so on, so that in this area the usage of vehicles is quite high, especially private vehicles. The amount of private vehicles usage is not comparable to the amount of public transportation available. Therefore, the aim of this study wants to plan a new public transportation in the city center by connecting the surrounding areas. Public transportation planning is carried out by calculating the amount of demand for public transportation, then the results of the demand calculation are used as a reference for determining the route system. Before calculating the demand and determining the route system, the first step is collecting primary and secondary data, then analyze a demand in the form of trip generation, distribution of trip and mode selection. Furthermore, from the demand analysis, there are 3 (three) public transport routes who serve Bangkinang Kota.
Pengaruh Hambatan Samping Terhadap Kinerja Lalu Lintas Di Kabupaten Kampar Husni Mubarak; Puspa Ningrum; Muhammad Toyeb; Ria Gusri Widyas Tuti
Musamus Journal of Civil Engineering Vol 4 No 01 (2021): Musamus Journal of Civil Engineering
Publisher : Musamus University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35724/mjce.v4i01.4093

Abstract

Kemacetan lalu lintas disebabkan oleh ketidakseimbangan antara peningkatan kepemilikan kendaraan dan pertumbuhan prasarana jalan yang tersedia serta kapasitas efektif ruas jalan yang ada lebih kecil dari kapasitas jalan yang direncanakan akibat adanya hambatan di tepi jalan. Faktanya daerah Jalan Sisingamangaraja ini cukup padat dengan pedagang kaki lima yang menggunakan pinggir ruas jalan, parkir kendaraan. Selain itu ditambah jumlah pejalan kaki yang berjalan atau menyebrang sepanjang segmen jalan, dan jumlah kendaraan bermotor yang masuk keluar ke/dari lahan samping jalan serta arus kendaraan yang bergerak lambat seperti sepeda, becak dll. Hal ini sangat mengganggu kendaraan yang lewat dan menimbulkan kemacetan di ruas jalan depan Pasar Plaza Bangkinang Kota. Pada ruas jalan Sisingamangaraja dengan hambatan samping yang sebesar 543,6 bobot kejadian tinggi (H). pada ruas Jalan Sisingamangaraja di kawasan Pasar Plaza Bangkinang.derajat kejenuhannya melebihi batas derajat kejenuhan ideal 0.80 dengan Tingkat layanan D.Untuk kemampuan ruas jalan Sisingamangaraja dapat meloloskan jumlah volume lalu lintas C = 1856.03 smp/jam. Kecepatan arus bebas = 33,50 km/jam. Kecepatan minimum kendaran saat terjadi kemacetan pada hari Minggu adalah 19.18 km/jam atau 11,92 Mph. digunakan alternatif nomor 8 (delapan), yaitu menghilangkan data parkir, kendaraan berhenti dan kendaraan keluar masuk. Sehingga didapat kapasitas ruas jalan C = 2028,68 smp/jam. Kecepatan arus bebas = 38,17 km/jam. Derajat kejenuhan = 0,74 sudah dibawah standar dari ketentuan MKJI 1997.
PENURUNAN KEKUATAN TANAH TERSTABILISASI PALM OIL FUEL ASH BERBASIS ALKALI AKTIVATOR MATERIAL DILINGKUNGAN GAMBUT Muhammad Toyeb; Husni Mubarak; Puspa Ningrum; Jefri Gunawan Tanjung
Racic : Rab Construction Research Vol. 8 No. 1 (2023): JUNI
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v8i1.3530

Abstract

Peat water contains low pH and acid caused corrosive on cementation structure as stabilized soil based alkali activated POFA. The soil samples mixed with different percentages of POFA (5%, 10%, and 15%) and alkali activator solution (sodium silica; Na2SiO3) and sodium hydroxide, NaOH) were immersed in peat water for various durations (0, 7, 14, and 28 days). The test results for the physical properties of the soil showed that the addition of POFA decreased the plasticity index and increased the optimum moisture content (OMC) while reducing the dry density (MDD) of the soil mixture. Furthermore, the unconfined compressive strength test indicated that the soil's strength increased at a 5% and 10% POFA content after 7 days of immersion, with strengths of 760 kPa and 1312 kPa, respectively. However, the strength significantly decreased by over 50% after 28 days of immersion, reached 365 kPa and 372 kPa for the respective POFA contents. A slight increase in soil strength was observed with the addition of 15% POFA content during the immersion period. Although the strength obtained after 28 days was almost the same for all mixtures at 356 kPa, higher levels of aluminosilicate synthesis as 15% POFA can enhance the bonding strength between soil particles, making the test specimen more resistant to acid attack.
PENINGKATAN KESELAMATAN LALU LINTAS DIRUAS JALAN PETAPAHAN – SURAM KM ± 59-60 DESA PETAPAHAN KABUPATEN KAMPAR Husni Mubarak; Desky Aldino; Puspa Ningrum
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.v8i2.3647

Abstract

Petapahan – Suram KM ±59 - 60 is a causeway with the status of a Provincial Road which is the authority of the Riau Provincial Transportation Office in completing the infrastructure aspects of the Petapahan - Suram KM ±59 - 60 road section. With such conditions, traffic problems arise in the form of traffic accidents. Therefore, to overcome the traffic problem, an analysis is needed to overcome the problem. The analysis method used in this peelitian is by Macro Analysis and Micro Analysis. Macro Analysis was conducted to determine the characteristics of accidents in general how the tendency of traffic accidents on the Petapahan – Suram KM ±59 - 60 road section. Macro Analysis uses simple numerical analysis namely analysis of the time of the accident incident, analysis based on the month of the incident, analysis of accident victims, analysis of the type of accident. For micro analysis consists of several analyses consisting of analysis based on accident chronology data, analysis of factors causing accidents, analysis of instantaneous. speed / spot speed and analysis of stop visibility. After the analysis, it was concluded that the factors causing many accidents that occurred in Petapahan – Suram KM ±59 - 60 were human factors and environmental factors. The human factor is the main factor in accidents that occur. So this research is needed to overcome these problems such as addition, replacement and maintenance for road equipment facilities in accordance with technical requirements.
ANALISIS PERUBAHAN GARIS PANTAI DI WILAYAH PESISIR PROVINSI RIAU MENGGUNAKAN DATA SATELIT Rizki Ramadhan Husaini; Muhammad Yazid; Husni Mubarak; Tri Ramadani; Muhammad Hanif Ahda; Muhammad Fajar Anugrah
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.v8i2.4045

Abstract

Riau Province has a coastline area estimated at 2,713 kilometers. Changes in the coastline in the coastal areas of Riau Province occur along the current coastline. This change has an impact on the country's border zones and reduces the quality of life of the people who live around these areas. This research aims to determine the distance and rate of change in coastlines, as well as maximum changes in abrasion and accretion. Calculation of coastline changes using satellite data processed through the Digital Shoreline Analysis System (DSAS) application with Net Shoreline Movement (NSM) and End Point Rate (EPR) statistical methods as well as discussion of aspects of land cover, wind direction, soil type and 10 year statistics going forward by taking research time in 2013, 2017 and 2021. The highest area of abrasion occurred in Rangsang District at 1760.04 ha with a rate of 25.82 m/year while the highest accretion area occurred in Sinaboi District at 2195.55 ha at a rate of 87, 24 m/year.
Co-Authors Agustinus Tambunan Alfin Surya Desky Aldino Fitra Ramdhani Hasan Hasan Husaini, Rizki Ramadhan Husnah Husnah Jefri Gunawan Tanjung Muhammad Fajar Anugrah Muhammad Hanif Ahda Muhammad Toyeb Muhammad Yazid Puspa Ningrum Rahmat Tisnawan Ria Gusri Widyas Tuti Tri Ramadani