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All Journal JOURNAL OF INDUSTRIAL AND MANUFACTURE ENGINEERING SIKLUS: Jurnal Teknik Sipil JUTEKS - Jurnal Teknik Sipil Jurnal Rekayasa Sipil Kumawula: Jurnal Pengabdian Kepada Masyarakat Jurnal UNITEK Jurnal ARTI : Aplikasi Rancangan Teknik Industri ABDINE Jurnal Pengabdian Masyarakat SAINSTEK Jurnal Inovtek Seri Teknik Sipil dan Aplikasi (TekLA) Jurnal Pengabdian Masyarakat Bangsa SLUMP TeS : Jurnal Teknik Sipil
Abrar, Aidil
Sekolah Tinggi Teknologi Dumai
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Analisis Pengendalian Waktu Pekerjaan Finishing Pembangunan Masjid Muslimin Dumai metode Fast Track menggunakan applikasi Microsoft Project Abrar, Aidil; Aziz, Azwan; Fitra, Fitra
Jurnal ARTI (Aplikasi Rancangan Teknik Industri) Vol. 17 No. 1 (2022): Jurnal ARTI: Aplikasi Rancangan Teknik Industri
Publisher : Sekolah Tinggi Teknologi Dumai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52072/arti.v17i1.366

Abstract

Kegiatan konstruksi seringkali mengalami banyak masalah dalam pelaksanaanya. Masalah yang seringkali timbul dalam pelaksanaan konstruksi antara lain adalah biaya yang tidak terkendali, waktu yang tidak sesuai jadwal, serta mutu tidak sesuai dengan yang diharapkan. Masalah - masalah tersebut disebabkan oleh kurangnya pengendalian terhadap biaya, waktu ,dan mutu. Pembuatan penjadwalan sangat diperlukan untuk mengontrol, menjalankan dan mengevaluasi setiap pekerjaan berdasarkan urutan dan waktu pekerjaan yang telah direncanakan sebelumnya. Penyimpangan terjadi jika proses pelaksanaan tidak sesuai dengan perencanaan awal. Hal tersebut harus segera diatasi agar kembali sesuai dengan perencanaan sehingga proyek tidak mengalami keterlambatan penyelesaian proyek. Penyimpangan yang terjadi dalam suatu kegiatan konstruksi dapat diketahui dengan menggunakan banyak metode. Metode yang tepat akan memberikan hasil yang lebih efisien untuk mengatasi masalah - masalah yang terjadi dalam pelaksanaan konstruksi. Salah satu metode yang dapat digunakan dalam pengendalian biaya dan waktu adalah metode Fast-Track. Metode ini merupakan metode yang bertujuan untuk mempercepat suatu kegiatan konstruksi, sehingga waktu pelaksanaan yang mengalami keterlambatan kerja dapat kita atasi ssat pekerjaan proyek berlangsung. Pada proyek Pekerjaan Finishing Pembangunan Masjid Muslimin Dumai (Plafon Ruang shalat dan GRC) dilakukan menggunakan metode fast track, maka didapat kesimpulan 34 minggu untuk pekerjaan normal dan 30 minggu pekerjaan yang menggunakan metode fast track.
Perencanaan Telab Sruktur Perkerasan Kaku Pada Subgrade Yang Berdaya Dukung Rendah Studi Kasus Jl Gaharu, Basilam Baru Kota Dumai Syah, Adam; Abdillah, Nuryasin; Abrar, Aidil
SLUMP TeS : Jurnal Teknik Sipil Vol. 2 No. 1 (2023): SLUMP TeS : Jurnal Teknik Sipil
Publisher : Sekolah Tinggi Teknologi Dumai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52072/slumptes.v2i1.574

Abstract

Jalan sebagai salah satu prasarana transportasi merupakan unsur penting dalam pengembangan kehidupan berbangsa dan bernegara, dalam pembinaan persatuan dan kesatuan bangsa, wilayah negara, dan fungsi masyarakat serta dalam memajukan kesejahteraan umum sebagaimana dimaksud dalam Pembukaan Undang-Undang Dasar Negara Republik Indonesia Tahun 1945. Lancarnya sarana perhubungan pada suatu wilayah akan berdampak pada pesatnya pertumbuhan perekonomian wilayah itu sendiri, karena sistem mobilisasi barang dan jasa dapat berjalan lancar dan efesien. Perencanaan tebal suatu struktur perkerasan jalan merupakan salah satu bagian dari rekayasa jalan yang bertujuan memberikan pelayanan terhadap arus lalu lintas sehingga memberika rasa aman dan nyaman terhadap penguna jalan. Perencanaan tebal lapis perkerasan jalan dilakukan dengan menggunakan metode Manual Desain Perkerasan 2017. Berdasarkan penelitian, Perencanaan perkerasan kaku (rigid pavement) menggunakan jenis perkerasan beton semen bersambung dengan tulangan. Struktur perkerasan beton direncanakan dengan menggunakan ketebalan 180 mm atau 18 cm, dan untuk pondasi bawah menggunakan lapis pondasi agregat kelas A dengan tebal 12,5 cm.Didapatkan hasil perhitungan tulangan yaitu tulangan dengan arah memanjang menggunakan tulangan diameter 12 mm, jarak 22,5 cm, sedangkan tulangan dengan arah melintang menggunakan tulangan diameter 12 mm, jarak 45 cm.
Perencanaan Komposisi Campuran Base dengan Menggunakan Limbah Cangkang, Bottom Ash, dan Fly Ash Chandra, Jaliusman; Abdillah, Nuryasin; Abrar, Aidil
SLUMP TeS : Jurnal Teknik Sipil Vol. 2 No. 2 (2024): SLUMP TeS : Jurnal Teknik Sipil
Publisher : Sekolah Tinggi Teknologi Dumai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52072/slumptes.v2i2.626

Abstract

Fly ash and bottom ash (FABA) are materials produced from the use of coal as fuel for steam power plants, which is one of the sources of electricity generation in Indonesia. This study aims to map the physical properties of fly ash and bottom ash (FABA) mixed with ordinary heap soil as well as the chemical properties of FABA. This research was conducted in the laboratory, by testing the physical properties of the original soil and the original soil mixture with FABA in variations of the FABA addition mixture of 65%, 10% and 25%From the results of the study, the results obtained from the physical properties of the original soil based on the AASHTO method are included in soil types A-7-6, based on the USCS method, they are included in OL, namely organic silt and organic silt clay with moderate plasticity and based on the USDA method, they are included in silt clay. For the addition of fly ash and bottom ash (FABA) to the original soil, it was found that the higher the percentage of fly ash and bottom ash (FABA) to the total weight of the original soil showed an increase in optimum water content and maximum dry density tended to decrease and could change the category of soil grouping. Utilization of FABA as an additive can increase the carrying capacity of ordinary embankments.
Analisis Daya Dukung Base dengan Menggunakan Limbah Cangkang, Bottom Ash, dan Fly Ash Berdasarkan Uji CBR Laboratorium Sinurat, Berkat; Abrar, Aidil; Abdillah, Nuryasin
SLUMP TeS : Jurnal Teknik Sipil Vol. 2 No. 2 (2024): SLUMP TeS : Jurnal Teknik Sipil
Publisher : Sekolah Tinggi Teknologi Dumai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52072/slumptes.v2i2.639

Abstract

One of the contributors to industrial waste in Indonesia is the Palm Oil Shell which produces a large amount of palm oil processing waste, and produces two types of waste, namely light ash (fly ash) and heavy ash (bottom ash). This test is carried out to calculate the amount of bearing capacity that can be received by the base made from waste comparisons, there are 4 comparisons different percentages, namely mixing 55% shell, 10% bottom ash and 35% fly ash, mixing 55% shell, 15% bottom ash and 30% fly ash, mixing 55% shell, 20% bottom ash and 25% fly ash, mixing 55% shell, 25% bottom ash and 20% fly ash. From the test results with different mixtures, the results obtained, that the mixture of 55% shell, 10% bottom ash and 35% fly ash, get the results of the bearing capacity for the base better than the other 3 mixtures, namely, mixing 55% shell, 15% bottom ash and 30% fly ash, mixing 55% shell, 20% bottom ash and 25% fly ash, mixing 55% shell, 25% bottom ash and 20% fly ash. This shows that with the same percentage of shell, the mixture with the addition of more fly ash than bottom ash has a better bearing capacity.
Analisis Kelayakan Spent Bleaching Earth ( SBE ) Sebagai Filler Dalam Campuran Aspal AC-WC Deadha, Fatihatul; Abrar, Aidil; Abdillah, Nuryasin
SLUMP TeS : Jurnal Teknik Sipil Vol. 2 No. 2 (2024): SLUMP TeS : Jurnal Teknik Sipil
Publisher : Sekolah Tinggi Teknologi Dumai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52072/slumptes.v2i2.712

Abstract

Road damage sometimes occurs earlier than the service period, many roads are encountered that are not qualified or the quality of asphalt is low. One of the efforts to improve the quality of asphalt is by modifying the mixture in the pavement layer.  The purpose of this study was to determine the results of marshall characteristics with the use of spent bleaching earth as a substitute for filler with variations in levels of 0%,50%,55%,60%,75%,100%. The research method used is a laboratory experiment resulting from Marshall testing that has been carried out on the AC-WC layer using Spent Bleaching Earth, the stability value, flow, MQ, VIM, VMA, VFA at each SBE level cannot all meet the six Marshall characteristic values set by Bina Marga. But the SBE content of 50% and using 60/70 penetration asphalt of 6% can meet the Stability value of 867.76 kg, Flow of 4mm, VIM of 5%, VMA of 16.39%, VFA of 65.12% but the MQ value does not reach 220.11 kg / mm.
Analisis Kuat Tekan Beton Dengan Rendaman HCL Untuk Mutu Beton K-250 Jiyaad, Annaafi; Abrar, Aidil; Halimatusadiyah
SLUMP TeS : Jurnal Teknik Sipil Vol. 2 No. 2 (2024): SLUMP TeS : Jurnal Teknik Sipil
Publisher : Sekolah Tinggi Teknologi Dumai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52072/slumptes.v2i2.713

Abstract

Design Komposisi Beton Untuk Panel Beton Menggunakan Bahan Tambah Serat Fiberglass Andanu, Surya Laksa; Abrar, Aidil; Putra, Sony Adiya; Desriyati, Welly
SLUMP TeS : Jurnal Teknik Sipil Vol. 2 No. 2 (2024): SLUMP TeS : Jurnal Teknik Sipil
Publisher : Sekolah Tinggi Teknologi Dumai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52072/slumptes.v2i2.714

Abstract

To overcome the problem of deficiencies in concrete, there are various ways, one of which is the innovation of mixing concrete with fiber which is an innovation to increase the compressive strength of concrete. Fiber concrete is a composite material in which fiber is added to the concrete mixture. The fiber used in this research is Fiberglass. Comparison results of the compressive strength of normal concrete and Fiberglass fiber. Normal concrete aged 7 days has an average compressive strength of 107.76 Kg/Cm2, aged 14 days the average compressive strength is 154.09 Kg/cm2, aged 28 days the average compressive strength is 166.17 Kg/cm2. And for concrete with added 3% Fiberglass fiber, aged 7 days, the average compressive strength is 117.83 Kg/cm2, aged 14 days, the average compressive strength is 148.05 Kg/cm2, aged 28 days, the average compressive strength is 164, 66 Kg/cm2. for concrete with 5% Fiberglass fiber added at age 7 the average compressive strength is 123.87 Kg/cm2, at 14 days the average compressive strength is 146.53 Kg/cm2, at 28 days the average compressive strength is 187.32 Kg/cm2. for concrete with added 9% Fiberglass fiber, aged 7 days, the average compressive strength is 99.70 Kg/cm2, aged 14 days, the average compressive strength is 128.41 Kg/cm2, aged 28 days, the average compressive strength is 149.56 Kg/cm2.
Analisis Daya Dukung dan Efesiensi Pondasi Tanki CPO Kapasitas 1000 Kiloliter Studi Kasus PT.Energi Unggul Persada Prananda, M. Rizki; Abrar, Aidil; Halimatusadiyah; Marbun, Novri Jenita
SLUMP TeS : Jurnal Teknik Sipil Vol. 3 No. 1 (2024): SLUMP TeS : Jurnal Teknik Sipil
Publisher : Sekolah Tinggi Teknologi Dumai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52072/slumptes.v3i1.715

Abstract

In planning a building construction, several theoretical foundations are needed in the form of structural analysis, knowledge of the strength of materials and other things that are guided by the regulations in force in Indonesia. The aim of this research is to analyze and compare the bearing capacity of group spun pile foundations from the results of field data from the Cone Penetration Test (CPT), Standard Penetration Test (SPT) (using the Aoki and De Alencar Method with the Meyerhof Method), (using the Classical Method) , and compare with the STAADPRO V8i application, as well as calculate the number of uses of spun pile piles and determine the settlement that occurs. Based on the load analysis, the carrying capacity of the D30 group spun pile foundation on a CPO tank with a capacity of 1000 kilo liters based on the method used and field test results data can be, based on CPT/Sondir data (3,694.27), Mayerhof method (2,313.60) , Classic Method(1,783.42), and using the STAAD PRO V8i application (3,132). Based on the analysis carried out in calculating and comparing several methods in determining the number of d30 spun pile piles due to the load acting on the CPO tank structure building with a capacity of 1000 kiloliters, based on the method used and data from field tests, based on maximum Sondir data (36 points with depth 24 meters), Mayerhof Method (26 points with a depth of 24 meters), Kalsik Method (30 points with a depth of 24 meters).
Analisis Kelayakan Spent Bleaching Earth (SBE) Sebagai Filler Dalam Campuran Aspal AC-BC Supirman; Abrar, Aidil; Abdillah, Nuryasin
SLUMP TeS : Jurnal Teknik Sipil Vol. 2 No. 2 (2024): SLUMP TeS : Jurnal Teknik Sipil
Publisher : Sekolah Tinggi Teknologi Dumai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52072/slumptes.v2i2.716

Abstract

Spent Bleaching Earth adalah limbah padat yang dihasilkan dari proses bleaching dalam indrustri pengolahan kelapa sawit seperti minyak goreng dan elokimia. Spent bleaching earth merupakan campuran antara tanah liat dan minyak yang harus ditangani dengan hati-hati karena sifatnya yang mudah terbakar. Pada umumnya industri minyak akan membuang limbah B2 spent bleaching earth pada suatu lahan. Spent Bleaching Earth biasanya dibakar sebagai bahan bakar, dicampurkan dengan bahan organik dan dibuat kompos, atau pada umumnya langsung dibuang ke suatu lahan setelah dilakukan pengolahan dengan air untuk mengurangi sifat keterbakarannya. Spent Bleaching Earth dapat diolah baik dengan proses termal ataupun regenerasi secara kimia, yang dapat menghasilkan Bleaching Earth sama efisiennya dengan bahan asli Bleaching Earth. Pemanfaatan limbah Spent Bleaching Earth sebagai bahan pengganti pada campuran aspal dimaksudkan untuk mengurangi dampak negatif yang sangat berbahaya namun dapat memberikan dampak yang positif bagi masyarakat dan lingkungan. Peneliti menggunakan limbah Spent Bleaching Earth sebagai pengganti filler karena limbah ini sama-sama mengandung senyawa debu silica pada lapisan AC-BC dengan metode Marshall. Campuran aspal dengan bahan limbah Spent Bleaching Earth dapat mempengaruhi nilai karakteristik Marshall, penambahan variasi kadar limbah Spent Bleaching Earth pada campuran aspal menimbulkan nilai stabilitas dan flow yang tidak konsistensi di setiap kadarnya seperti nilai stabilitas dan flow bisa mengalami kenaikan dan penurunan yang cukup signifikan di setap penambahan kadarnya. Limbah Spent Bleaching Earth sebagai pengganti filler campuran beraspal dengan kadar 0 %, 15%, 20%,25%, 30 dan 35% menurunkan nilai stabilitas aspal dan menyebabkan nilai flow semakin tinggi serta nilai MQ yang kurang dari batas minimal yang telah ditentukan, tetapi pada campuran beraspal dengan bahan limbah Spent Bleaching Earth dengan kadar 25 % dan menggunakan aspal penetrasi 60/70 adalah campuran yang dapat memenuhi spesifikasi dimana nilai stabilitas meningkat dan nilai flow cenderung stabil yaitu mendapatkan nilai stabilitas sebesar 795,366 kg/mm dan flow sebesar 2,20 mm. Jadi dapat disimpulkan bahwa penelitian belum mampu diaplikasikan ke lapangan karena belum bisa memenuhi seluruh nilai karakteristik Marshall yang telah ditetapkan Bina Marga. Bahwa campuran aspal dengan agregat dari Tanjung balai mengganti filler dengan Spent Bleaching Earth (SBE) dan aspal penetrasi 60/70 didapatkan Kadar Aspal Optimum (KAO) untuk campuran AC-BC yaitu kadar aspal 4,5%, setelah dilakukan pengujian marshall tahap kedua dengan mengganti filler dengan SBE variasi 0%,15%, 20%, 25%,30%, 35% pada pengujian ini didapatkan kadar SBE yang memenuhi spesifikasi berada pada kadar SBE 25%, bisa disimpulkan bahwa SBE ini dimanfaatkan sebagai pengganti filler sebesar 25% dari berat total filler.
Kinerja Marshall Immersion pada Campuran Asphalt Concrete Binder Course (Ac-Bc) dengan Penambahan Limbah Buttom Ash Sebagai Subtitusi Agregat Halus Lesmana, Arief; Abrar, Aidil; Abdillah, Nuryasin
SLUMP TeS : Jurnal Teknik Sipil Vol. 3 No. 1 (2024): SLUMP TeS : Jurnal Teknik Sipil
Publisher : Sekolah Tinggi Teknologi Dumai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52072/slumptes.v3i1.719

Abstract

Asphalt is one of the materials used for road construction. To reduce the amount of need for asphalt, namely by minimizing the use of asphalt base materials, or by increasing the quality of asphalt in the mixture by adding additional ingredients in the mixture that can overcome the weaknesses of asphalt. Waste management, The use of solid fuels in the form of coal as an energy source produces bottom ash and fly ash waste, which can cause environmental pollution. This study aims to examine the effect of using bottom ash as a substitute for fine aggregate on stability, melting (flow), voids in the mixture (VIM), voids in mineral aggregate (VMA), voids filled with asphalt (VFA) and Marshall quotient of asphalt concrete mixtures. This research was conducted in the laboratory of the Dumai High School of Technology, using asphalt content of 6%, 8% and 10% with each grade representing 4 samples of test objects. From the research it was found that the use of bottom ash waste as a substitute for fine aggregate in asphalt mixtures affected the Flow, VIM, and VFA values which were not included in the specifications determined by the 2010 Revision 3 binamarga. The use of bottom ash waste as a substitute for fine aggregate in the AC-BC asphalt mixture cannot be used because the high VIM value makes the asphalt bleed and the low VFA value causes the asphalt mixture to become hollow or porous so that the asphalt mixture is not airtight and easily destroyed.
Co-Authors Adam Syah Andanu, Surya Laksa Andre Muhammad Sholeh Andre Riswanda Putra Arsita, Elsa Aulia Rahman, Rangga Aziz, Azwan Azmi, Azmi batubara, hamdan Chandra, Jaliusman Deadha, Fatihatul Donny Zulman Edo Yuliandra Eko Hernandes Fandi Yoga Pratama Febrina, Wetri Fitra Fitra Fitra Fitra, Fitra Halima Tusadiyah Halima Tusadiyah, Halima Halimatusadiyah Halimatusadiyah, Halimatusadiyah Hanifatul Rahmi Hanifatul Rahmi Iklasul Amal Jafril Tanjung, Jafril Jiyaad, Annaafi Juni Saputra Lesmana, Arief Lisya, Mutia M. Reza Hari Musli Marbun, Novri Jenita Muhammad Faisal Muhammad Khaidir Mutia Lisya Nabil Huda Gemilang Nurdian Ratna Sari Nurhidayah Nurhidayah Nuryasin Abdillah Oscar Theo Beldin Saragih Prananda, M. Rizki Putra, Sony Adiya Rahmi, Hanifatul Rendi Saputra Ricky kurniawan Rifaidi, Muhammad Salsabila Saputra, Juni Sinurat, Berkat SIRLYANA, SIRLYANA Sony Adiya Putra Srihandayani, Susy Supirman Surya Indrawan Syah, Adam Thamrin, Rendy Walyadin, Farly Welly Desriyati Welly Desriyati Winanda, Amar Yusrizal Yusrizal