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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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Journal : SLUMP TeS : Jurnal Teknik Sipil

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Evaluasi Kondisi dan Teknik Perbaikan Jalan Menggunakan Metode PCI dan SDI Aulia Rahman, Rangga; Abdillah, Nuryasin; Abrar, Aidil
SLUMP TeS : Jurnal Teknik Sipil Vol. 3 No. 2 (2025): SLUMP TeS : Jurnal Teknik Sipil
Publisher : Sekolah Tinggi Teknologi Dumai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52072/slumptes.v3i2.1099

Abstract

Jalan utama Dumai–Pelintung merupakan prasarana transportasi darat yang mencakup seluruh bagian jalan, termasuk bangunan pelengkap dan perlengkapannya, yang diperuntukkan bagi lalu lintas. Kerusakan yang terjadi pada ruas jalan Dumai–Pelintung, Kecamatan Medang Kampai, berdampak signifikan terhadap perekonomian masyarakat sebagai pengguna jalan, terutama karena kerusakan tersebut terjadi secara berulang. Berdasarkan permasalahan tersebut, penulis melakukan analisis kondisi jalan menggunakan metode Pavement Condition Index (PCI) yang memiliki rentang nilai 0 hingga 100 dengan kriteria sebagai berikut: baik (good), memuaskan (satisfactory), sedang (fair), buruk (poor), sangat buruk (very poor), parah (serious), dan gagal (failed). Selain itu, analisis juga dilakukan menggunakan metode Surface Distress Index (SDI), yang melibatkan empat unsur utama sebagai acuan perhitungan, yaitu persentase luas retakan, lebar retakan, jumlah lubang, dan kedalaman bekas roda. Berdasarkan hasil analisis kondisi ruas jalan Dumai–Pelintung menggunakan metode PCI, diperoleh nilai 67,5, yang mengindikasikan bahwa jalan tersebut berada dalam kondisi sedang (fair). Sementara itu, berdasarkan metode SDI, tingkat persentase kondisi jalan pada ruas jalan Dumai–Pelintung adalah 44, yang menunjukkan bahwa jalan tersebut berada dalam kondisi baik.
Evaluasi Pengaruh Pasar Tradisional Terhadap Hambatan Samping Jalan H. Imam Munandar Kota Dumai Saputra, Rendi; Putra, Sony Adiya; Abrar, Aidil; Saputra, Juni
SLUMP TeS : Jurnal Teknik Sipil Vol. 4 No. 1 (2025): SLUMP TeS : Jurnal Teknik Sipil
Publisher : Sekolah Tinggi Teknologi Dumai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52072/slumptes.v4i1.1131

Abstract

Berdasarkan observasi dilapangan, ramainya aktivitas pasar tradisional bundarandisebabkan oleh hambatan samping. Tujuan dari penelitian ini adalah untukmengetahui hambatan samping jalan H. Imam Munandar Kota Dumai, mengetahuiarus lalulintas pada jalan H. Imam Munandar Kota Dumai akibat pasar tradisionalbundaran. Metode yang digunakan dalam penelitian ini adalah pendekatankuantitatif dengan teknik pengambilan data lapangan. Tahapan pengumpulan datavolume lalulintas, data hambatan samping, kecepatan lalulintas, data LHR. Hasilpenelitian menunjukkan bahwa pengaruh hambatan samping pada ruas jalan H.Imam Munandar Pasar Bundaran, Pada hari sabtu 20 juli 2024 dengan faktorhambatan samping sedang (m) sebesar 324 /jam dan pada hari senin 22 juli 2024dengan faktor hambatan samping rendah (l) sebesar 196/jam. Arus lalulintas padahari sabtu 20 juli 2024 jalan H. Imam Munandar masuk dalam tingkat pelayanan padalevel (B) dengan Q/C 0,085 artinya lalulintas agak ramai, kecepatan menurun. padahari senin 21 juli 2024 jalan H. Imam Munandar masuk dalam tinggat pelayanan padalevel (B) dengan Q/C 0,042, artinya lalulintas agak ramai, kecepatan menurun. Solusialternatif dari permasalahan ini adalah sebaiknya dijalan H. Imam Munandar initepatnya dipasar bundaran ini agar dapat dialokasikan kepasar yang baru supayatidak lagi mengganggu sedikit aktivitas lalulintas, dan menambahkan rambu – rambulalulintas.
Analisis Kapasitas Penampang Precast U Ditch Terhadap Debit Aliran (Studi Kasus di Jalan Cempedak Kota Dumai) Winanda, Amar; Abrar, Aidil; Halimatusadiyah; Desriyati, Welly
SLUMP TeS : Jurnal Teknik Sipil Vol. 4 No. 1 (2025): SLUMP TeS : Jurnal Teknik Sipil
Publisher : Sekolah Tinggi Teknologi Dumai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52072/slumptes.v4i1.1201

Abstract

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).
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