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All Journal JURNAL TEKNIK SIPIL ITP ISSN 2354-8452 RACIC : Rab Construction Research Jurnal Infrastruktur Jurnal Rivet: Riset dan Invensi Teknologi Jurnal Teknik Sipil Institut Teknologi Padang Civil Engineering Scientific Journal JIM ( Journal International Multidiciplinary)
Doni Rinaldi Basri
Fakultas Teknik Program Studi Teknik Sipil Universitas Abdurrab
Religion Agriculture, Biological Sciences & Forestry Civil Engineering, Building, Construction & Architecture Economics, Econometrics & Finance Education Engineering Languange, Linguistic, Communication & Media Mechanical Engineering Social Sciences Transportation Other

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PENGARUH MANAJEMEN PENGENDALIAN MATERIAL DALAM MENCEGAH DAN MENGATASI KETERLAMBATAN PROYEK BANGUNAN DI MADRASAH ALIYAH KEJURUAN (MAK) ROKAN HULU husain, Husnah; basri, doni rinaldi
RACIC: Jurnal Teknik Sipil Universitas Abdurrab Vol 2 No 02 (2017): Terbitan Keempat Bulan Desember 2017
Publisher : Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (570.716 KB)

Abstract

Material requirements planning requires information that can support the project activities so that the linkage of supply and use of materials to a work can proceed smoothly and delayed ordering schedule which may cause increased costs to the project as much as may not occur. Given the magnitude of losses caused by material delays, and with the discovery of material factors as one of the factors causing delays in building projects that are quite dominant, it is necessary to attempt to prevent delay factors due to the material. The purpose of this research is to know the ranking (ranking) item of material control program in preventing and overcoming the delay. In this study using a survey with a questionnaire tool which is the main thing for data collection. The results of questionnaires are incarnate in numbers, tables, descriptions and conclusions. By asking written questions about the material control program of building construction projects to the respondents. Prior to filling out the questionnaire, the purpose and objectives of the study were first explained to the respondents. The result of this research is obtained by material control program to prevent delay which is Control Schedule plan of material use for each work item and how to overcome the delay in the way when the delay occurs because Supplier experience something, then use Supplier backup.    
ANALISA PERBANDINGAN JADWAL PELAKSANAAN PROYEK ANTARA CRITICAL PATH METHOD (CPM) DAN KURVA-S Pada Peningkatan Jalan Sei Pakning (KM. 130) – Teluk Mesjid – Simpang Pusako. basri, doni rinaldi; Mubarak, Husni
RACIC: Jurnal Teknik Sipil Universitas Abdurrab Vol 2 No 01 (2017): Terbitan Ketiga Bulan Juni 2017
Publisher : Universitas Abdurrab

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Abstract

Perencanaan merupakan proses pemilihan informasi dan pembuatan asumsi-asumsi mengenai keadaan dimasa yang akan datang untuk merumuskan kegiatan-kegiatan yang perlu dilakukan dalam rangka pencapaian tujuan yang telah ditetapkan sebelumnya. Penjadwalan proyek pada umumnya menggunakan metode Kurva S, Kurva S sendiri memiliki kekurangan yakni informasi yang disampaikan tidak detail dan hanya terbatas untuk menilai kemajuan proyek. berbeda dengan Critical  Path Method (CPM), metode ini merupakan jalur tercepat untuk mengerjakan suatu proyek dimana setiap proyek yang termasuk pada jalur ini tidak diberikan waktu jeda atau istirahat untuk pengerjaannya. Terjadi selisih waktu pelaksanaan terhadap sistem penjadwalan yang dibuat oleh kontraktor dimana untuk pekerjaan Mobilisasi Kurva-S dibutuhkan waktu 14 hari,CPM hanya 14 hari, Pekerjaan penyiapan badan jalan di Kurva-S dibutuhkan waktu 21 hari, CPM hanya 7 hari, Pekerjaan lapis pondasi agregat kelas B di Kurva-S dibutuhkan  waktu 21 hari, CPM hanya 13 hari, Pekerjaan lapis pondasi Agregat kelas A di Kurva-S dibutuhkan waktu 21 hari, CPM hanya 17 hari, Pekerjaan lapis resap pengikat di Kurva-S dibutuhkan waktu 21 hari, CPM hanya 4 hari, Pekerjaan Laston Lapis Aus Perata (AC-WC(L)) di Kurva-S dibutuhkan waktu 7 hari, CPM hanya 1 hari, Pekerjaan Laston lapis antara (AC-BC) di Kurva-S dibutuhkan waktu 21 hari, CPM hanya 11 hari, Pekerjaan lapis perekat di Kurva-S dibutuhkan waktu 21 hari, CPM hanya 4 hari, Pekerjaan Laston lapis Aus (AC-WC) di Kurva-S dibutuhkan waktu 21 hari, CPM hanya 8 hari.
ANALISA KELAYAKAN PADA INVESTASI HOTEL NOVOTEL DI KOTA PEKANBARU Ramdhani, Fitra; Irwandi, Dodi; Harfia, Novreta Ersyi; Basri, Doni Rinaldi
RACIC: Jurnal Teknik Sipil Universitas Abdurrab Vol 1 No 02 (2016): Terbitan Kedua Desember 2016
Publisher : Universitas Abdurrab

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Abstract

Tujuan utama dari penelitian ini adalah untuk menganalisa kelayakan investasi pembangunan Hotel Novotel Pekanbaru dengan cara mengevaluasi dana yang masuk, menghitung masa pengembalian dana serta menghitung masa penerimaan keuntungan. Metode yang digunakan yaitu metode Net Present Value (NPV), Benefit Cost Ratio (BCR), Internal Rate of Return (IRR), dan Payback Period (PBP).. Hasil Utama dari penelitian ini adalah Nilai Net Present Value dengan discount rate 15,01% adalah sebesar Rp 21.372.648.415 > 0, nilai Benefit Cost Ratio adalah 1,05455 > 1, dan nilai Internal Rate of Return sebesar 16,61% > 15,01%, serta Payback Period adalah 8 tahun 7 bulan. Dari semua metode tersebut menunjukan bahwa investasi pembangunan Hotel Novotel Pekanbaru layak untuk dilaksanakan dan akan mendatangkan keuntungan finansial bagi investor atau perseroan.
ANALISA KELAYAKAN PADA INVESTASI HOTEL NOVOTEL DI KOTA PEKANBARU Fitra Ramdhani; Dodi Irwandi; Novreta Ersyi Harfia; Doni Rinaldi Basri
Racic : Rab Construction Research Vol 1 No 02 (2016): Terbitan Kedua Desember 2016
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (789.959 KB)

Abstract

Tujuan utama dari penelitian ini adalah untuk menganalisa kelayakan investasi pembangunan Hotel Novotel Pekanbaru dengan cara mengevaluasi dana yang masuk, menghitung masa pengembalian dana serta menghitung masa penerimaan keuntungan. Metode yang digunakan yaitu metode Net Present Value (NPV), Benefit Cost Ratio (BCR), Internal Rate of Return (IRR), dan Payback Period (PBP).. Hasil Utama dari penelitian ini adalah Nilai Net Present Value dengan discount rate 15,01% adalah sebesar Rp 21.372.648.415 > 0, nilai Benefit Cost Ratio adalah 1,05455 > 1, dan nilai Internal Rate of Return sebesar 16,61% > 15,01%, serta Payback Period adalah 8 tahun 7 bulan. Dari semua metode tersebut menunjukan bahwa investasi pembangunan Hotel Novotel Pekanbaru layak untuk dilaksanakan dan akan mendatangkan keuntungan finansial bagi investor atau perseroan.
PENGARUH MANAJEMEN PENGENDALIAN MATERIAL DALAM MENCEGAH DAN MENGATASI KETERLAMBATAN PROYEK BANGUNAN DI MADRASAH ALIYAH KEJURUAN (MAK) ROKAN HULU Husnah Husnah; doni rinaldi basri
Racic : Rab Construction Research Vol 2 No 02 (2017): Terbitan Keempat Bulan Desember 2017
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (570.716 KB)

Abstract

Material requirements planning requires information that can support the project activities so that the linkage of supply and use of materials to a work can proceed smoothly and delayed ordering schedule which may cause increased costs to the project as much as may not occur. Given the magnitude of losses caused by material delays, and with the discovery of material factors as one of the factors causing delays in building projects that are quite dominant, it is necessary to attempt to prevent delay factors due to the material. The purpose of this research is to know the ranking (ranking) item of material control program in preventing and overcoming the delay. In this study using a survey with a questionnaire tool which is the main thing for data collection. The results of questionnaires are incarnate in numbers, tables, descriptions and conclusions. By asking written questions about the material control program of building construction projects to the respondents. Prior to filling out the questionnaire, the purpose and objectives of the study were first explained to the respondents. The result of this research is obtained by material control program to prevent delay which is Control Schedule plan of material use for each work item and how to overcome the delay in the way when the delay occurs because Supplier experience something, then use Supplier backup.
ANALISA PERBANDINGAN JADWAL PELAKSANAAN PROYEK ANTARA CRITICAL PATH METHOD (CPM) DAN KURVA-S Pada Peningkatan Jalan Sei Pakning (KM. 130) – Teluk Mesjid – Simpang Pusako. doni rinaldi basri; Husni Mubarak
Racic : Rab Construction Research Vol 2 No 01 (2017): Terbitan Ketiga Bulan Juni 2017
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (529.526 KB)

Abstract

Perencanaan merupakan proses pemilihan informasi dan pembuatan asumsi-asumsi mengenai keadaan dimasa yang akan datang untuk merumuskan kegiatan-kegiatan yang perlu dilakukan dalam rangka pencapaian tujuan yang telah ditetapkan sebelumnya. Penjadwalan proyek pada umumnya menggunakan metode Kurva S, Kurva S sendiri memiliki kekurangan yakni informasi yang disampaikan tidak detail dan hanya terbatas untuk menilai kemajuan proyek. berbeda dengan Critical Path Method (CPM), metode ini merupakan jalur tercepat untuk mengerjakan suatu proyek dimana setiap proyek yang termasuk pada jalur ini tidak diberikan waktu jeda atau istirahat untuk pengerjaannya. Terjadi selisih waktu pelaksanaan terhadap sistem penjadwalan yang dibuat oleh kontraktor dimana untuk pekerjaan Mobilisasi Kurva-S dibutuhkan waktu 14 hari,CPM hanya 14 hari, Pekerjaan penyiapan badan jalan di Kurva-S dibutuhkan waktu 21 hari, CPM hanya 7 hari, Pekerjaan lapis pondasi agregat kelas B di Kurva-S dibutuhkan waktu 21 hari, CPM hanya 13 hari, Pekerjaan lapis pondasi Agregat kelas A di Kurva-S dibutuhkan waktu 21 hari, CPM hanya 17 hari, Pekerjaan lapis resap pengikat di Kurva-S dibutuhkan waktu 21 hari, CPM hanya 4 hari, Pekerjaan Laston Lapis Aus Perata (AC-WC(L)) di Kurva-S dibutuhkan waktu 7 hari, CPM hanya 1 hari, Pekerjaan Laston lapis antara (AC-BC) di Kurva-S dibutuhkan waktu 21 hari, CPM hanya 11 hari, Pekerjaan lapis perekat di Kurva-S dibutuhkan waktu 21 hari, CPM hanya 4 hari, Pekerjaan Laston lapis Aus (AC-WC) di Kurva-S dibutuhkan waktu 21 hari, CPM hanya 8 hari.
ANALISA PERBANDINGAN DUA MEREK SEMEN DENGAN KEBERSIHAN MATERIAL TERHADAP KUAT TEKAN BETON K-250 DONI RINALDI BASRI
Racic : Rab Construction Research Vol 4 No 1 (2019): Juni
Publisher : LPPM Universitas Abdurrab

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Abstract

Concrete is a material that is often used in building construction, because concrete is easily made in accordance with the desired shape and the material used is widely available in nature. The materials used in making concrete are sand, gravel / split, water and cement as a binder. Concrete materials are obtained in nature mixed with other substances such as plants, plastics, mud and others. The quality of concrete is influenced by the materials used and the cleanliness of the material. This study examines the effect of material cleanliness on the quality of the concrete produced. The sand material comes from Bingkuang lake in Kampar district, this stone from stone in Kampar district, water from bore wells and adhesives is used from two suppliers. The planned concrete is K-250. Cleanliness of the material by washing and not being washed. The age of the concrete was analyzed at 7 days, 14 days and 28 days. The results of analysis using brand A binder with the cleaned material obtained concrete quality K-281.75 and using unclean materials obtained concrete quality K-217.15. There was a reduction in concrete quality of 22.93%. The analysis results using brand B binder with cleaning agent, K-303,84 concrete quality and using uncleaned material, K-203,40 concrete quality. There was a decrease in the quality of concrete by 33.06%. Thus the use of non-clean materials can reduce the quality of concrete by 20-30%.
PENGARUH LIMBAH PLASTIK BOTOL (LELEH) SEBAGAI MATERIAL TAMBAH TERHADAP KUAT LENTUR BETON DONI RINALDI BASRI
Racic : Rab Construction Research Vol 4 No 2 (2019): Desember
Publisher : LPPM Universitas Abdurrab

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Abstract

In construction concrete is the most widely used building material in the world, both in construction. Concrete is a composite building material made from a combination of aggregate and cement binder. The most common form of concrete is portland cement concrete, which consists of mineral aggregates (gravel, and sand), cement and water. Indonesia is the country with the 2nd largest plastic waste producer in the world on June 7, 2017, with data on the amount of plastic in the high seas of Indonesia reaching 0.48-1.29 million tons annually. Therefore, one way to cope with plastic waste, on this occasion the author tries to conduct an experiment about the Effect of Utilization of Bottled Plastic Waste as an Additional Material on Concrete Flexural Strength. This research was carried out by making concrete with the addition of alternative polymeric materials, namely plastic bottle waste (PET). The variation of the percentage of the addition of plastic bottle waste in this study is 0%, 2%, 3%, 5% of the mass of cement and concrete material used materials originating from Kampar Regency and Padang cement with the type of PCC (Portland Composite Cement). The results of the flexural strength test, obtained the quality of concrete has decreased, which in the mix of 3% decreased concrete quality is quite low from the mixture (0%, 2%, 3% & 5%), from 53.93 kg / cm2 in the mixture of 0% to 45.09 kg / cm2 in a mixture of 3%.
UPAYA PENINGKATAN KESELAMATAN PADA LOKASI RAWAN KECELAKAAN DI RUAS JALAN KOTA PEKANBARU Benny Hamdi Rhoma Putra; Doni Rinaldi Basri
Jurnal Infrastruktur Vol 3 No 2 (2017): Jurnal Infrastruktur
Publisher : Jurnal Infrastruktur

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/infrastruktur.v3i2.708

Abstract

Traffic accidents are stochastic and occur due to a combination of several factors. Due to disadvantages by accidents, it is necessary to have a study to improve road safety. This research take the case on the roads in Pekanbaru City. Secondary data in the form of accident report obtained from Ditlantas Polda RIAU. While the primary data obtained directly from the survey location and questionnaire location accident-prone. The purpose of this research is to find blackspot area based on the result of the highest accident rate ranking, perform safety analysis, conflict analysis at blackspot location, and recommend accident countermeasures for that locations. Rating analysis was conducted using accident data for 3 years using accident frequency criteria, EPDO. Blackspot area are; Jl. Hangtuah KM 1-2, Jl. Hr.Subrantas KM 3-4, Jl. Sukarno Hatta KM 1-2. Based on the safety problems, some safety remedial measures are proposed for these loaction. The safety remedial measures proposed for Jl. Hantuah KM 1-2 are Installation of speed limit sign, Road marking with continous line, and providing road lighting. The safety remedial measures proposed for Jl. HR. Subrantas are Installation of Warning Signs, Zebra Cross, Pavement Repair, Signs of parking ban on the shoulder of the road. The safety remedial measures proposed for Jl Sukarno Hatta KM 1-2 are Installation of Speed Limit Sign, and relocation of u-turn.
Beton Ringan dengan Bahan Plastik sebagai Agregat Kasar untuk Konstruksi di Atas Lahan Gambut Doni Rinaldi Basri; Husni Mubarak
JURNAL TEKNIK SIPIL ITP Vol 8, No 1 (2021): JURNAL TEKNIK SIPIL (JTS) ITP
Publisher : LP2M ITP

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Abstract

Provinsi Riau merupakan wilayah yang memiliki lahan gambut yang terluas di Sumatra 4,044 juta Ha (56,1% dari luas lahan gambut Sumatera atau 45% dari luas daratan Propinsi Riau). Tanah gambut memiliki daya dukung rendah, tingkat kompresibilitas yang tinggi dan kandungan air yang juga tinggi sehingga kurang baik digunakan sebagai pendukung bangunan konstruksi. Oleh karena itu untuk menahan konstruksi yang berada di atas tanah gambut perlu inovasi baru terhadap betonnya yaitu menggunakan beton ringan. Pada penelitan beton ringan ini agregat kasar (batu) diganti menggunakan plastik PET (polyethylene terephthalate) selanjutnya dilakukan analisis uji tekan beton dan massa/berat beton. Tujuan pengujian tersebut adalah untuk mangetahui campuran plastik yang mana tergolong dalam beton ringan dan cocok digunakan untuk konstruksi di atas lahan gambut. Manfaat dari penelitian ini adalah membuat beton ringan yang bisa digunakan pada lahan gambut. Penggantian agregat kasar dengan plastik PET dibuat dengan variasi campuran 0%, 40%, 50%, 70%  dan 100%, dari hasil pengujian campuran 70% dan 100% yang termasuk beton ringan dengan berat 6.4 Kg  dan 5.81 Kg. Pada capuran 70% PET mutu beton K-193 termasuk beton ringan dengan kekuatan menengah, sehingga campuran ini dapat digunakan pada konstruksi lahan gambut. Kata kunci: beton ringan, plastik PET, kuat tekan, lahan gambut
Co-Authors Adyus Zulfikar Benny Hamdi Rhoma Putra Delka Octiriani Dodi Irwandi Dodi Irwandi, Dodi Faridhotul Apriliya Wardani Fitra Ramdhani Fitra Ramdhani Fitra Ramdhani, Fitra husain, Husnah Husnah Husnah Husni Mubarak Husni Mubarak Husni Mubarak Husni Mubarak Husni Husni Mubarak, Husni Novreta Ersyi Darfia Puspa Ningrum Rahmat Tisnawan Wahyu B Pribadi