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Evaluasi Karakteristik Campuran AC-BC menggunakan Abu Cangkang Kemiri sebagai Bahan Substiusi Filler terhadap Parameter Marshall Kusmira Agustian; Roni Agusmaniza; Syaifuddin Syaifuddin
Portal: Jurnal Teknik Sipil Vol 13, No 2 (2021): Edisi Oktober
Publisher : Politeknik Negeri Lhokseumawe

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30811/portal.v13i2.2355

The quality of the asphalt mixture was influenced by using the type and arrangement of aggregate, asphalt and, filler. Filler Stone ash, fly ash is commonly used in asphalt mixtures. However, these fillers are hard to find and not cheap. Candlenut shell ash (CSA) is expected to be an alternative. This research was conduct to evaluate the effect of using CSA as filler substitution on Marshall characteristics of the AC-BC mixture. The research method begins with making test samples with variations in asphalt percentage to obtain optimum asphalt content for each percentage of CSA substitution to the weight of filler in the mixture, which is 0%, 10%, and 20%. Research results show that the highest stability value is obtained when using 20% CSA, which is 2,373.06 kg. The increase of the percentage of CSA in the asphalt mixture causes the VIM and flow values to decrease, while the VFA and MQ increase. density and VMA values did not change significantly. The highest durability value was obtained at 20% CSA, which was 101.8%.

Karakteristik Marshall Campuran AC-BC Dengan Menggunakan 6% Getah Damar Sebagai Bahan Substitusi Aspal Kusmira Agustian; Muhammad Ridha
Jurnal Teknik Sipil Unaya Vol 4, No 1 (2018): Januari 2018
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v4i1.27

Construction of existing highways in Indonesia generally use flexible pavement, with the main material being asphalt. To increase the asphalt pavement resistance to the traffic load and the temperature is required asphalt modification one of them with substituted asphalt with resin sap. The purpose of this study was to see the impact of sap resin substitution into the asphalt pen. 60/70 to Marshall characteristics of AC-BC mixture. The first step of this research is to find the optimum bitumen content (KAO). After obtaining KAO then made the manufacture of the test object without and with the substitution of the percentage of resin sap percentage of 6% on the weight of the asphalt. From the results of research conducted found that the value of Density, VFA, and MQ decreased. While the value of VIM, VMA, and Flow has increased. At the value of Durability obtained at KOO 0% gum rosin of 97%, and increased in KOO 6% resin gum of 102%. For the Stability value of AC-BC with the substitution of resin sap decreased. Thus All marshall test methods with results obtained, other than VIM values have met the specification requirements by DGH 2010 revision 3 (2014).

Karakteristik Marshall Campuran AC-BC Menggunakan 4% Getah Damar Sebagai Pengganti Aspal Kusmira Agustian; Roni Agusmaniza
Siklus : Jurnal Teknik Sipil Vol. 8 No. 2 (2022)
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Lancang Kuning

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31849/siklus.v8i2.10758

Efforts to improve the quality of asphalt mixture can be done by modifying the asphalt. Materials that can be used to modify asphalt include plastic waste, waste tires, rubber latex, and gum resin. In this research, the modified material used is gum resin at 4% of the weight of the asphalt in the mixture as a substitute material. This research aims to determine the impact of using gum resin on the asphalt concrete-binder course (AC-BC) mixture on Marshall parameters. The method used is by conducting experiments in the laboratory starting with the search for the optimum asphalt content (OAC) either using gum resin or not as a comparison asphalt mixture. After obtaining the KAO values from the two types of mixtures, the next step is to make samples using 4% gum resin on OAC to be compared with samples of asphalt mixture in OAC without using gum resin.. Research results show that the use of asphalt-modified material in the form of gum resin powder has been able to achieve the value of the Marshall parameter requirements set. A substantial difference in this research is in the stability value, where the asphalt mixture using gum resin is obtained at 2380.48 kg, while the asphalt mixture without gum resin is obtained at 2143.92 kg. The durability value of the mixture using gum resin was obtained at 96.88%, and the durability value of the mixture without gum resin was obtained at 97.02%. It shows that the use of gum resin as a modified asphalt material can produce a mixture of asphalt that is stronger in accepting vehicle wheel loads and can withstand changes in temperature and weather as indicated by the results of a durability value greater than 90%.

DAMPAK PERATURAN VAKSINASI TERHADAP PEMILIHAN MODA PERJALANAN LUAR KOTA DI ACEH BARAT Ferdiansyah Novriza; Roni Agusmaniza; Kusmira Agustian; Ary Firnanda
Prokons: Jurnal Teknik Sipil Vol 16, No 2 (2022): Agustus 2022
Publisher : Jurusan Teknik Sipil, Politeknik Negeri Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33795/prokons.v16i2.377

AbstractThe ups and downs of the COVID-19 pandemic in Indonesia have caused economic, educational, and social aspects of public lives to experience a decline. Changes in community activity patterns are a warning for the central and regional government to bring public lives back to normal. Such effort can be seen in the government issuing policies regarding preventive measures to suppress the impact of the COVID-19 pandemic. One kind of such policy is the regulation of Domestic Travelers (PPDN). This policy certainly has positive and negative impacts on both the users and providers of transportation services. The purpose of this study is to see the impact of the regulations applied on the characteristics of service users in choosing the mode of transportation. The alternative modes of transportation used in this study are public, private and air transportation. The method used in this study is a quantitative descriptive method by distributing questionnaires to the target samples. The data were then processed and analyzed using a multinomial logit model approach through STATA 13 software to obtain the probability of each mode of transportation. The results show that there were several factors that influence the choice of transportation modes, the amount of income (X1), type of work (X4), gender (X3), cost (X2), travel time (X6) and comfort (X7). The probabilities of the three selected modes of transportation were Ppublic transportation = 56.07%, Pair freight = 34.54 % and Pprivate transport = 6.08%. The results indicate that the more demanding mode of transportation was the land transportation (public transportation).Keywords: Mode of Transportation, COVID-19, Logit Model, PPDN.

PENGARUH PERGANTIAN ASPAL DENGAN 2% GETAH DAMAR TERHADAP SIFAT MARSHALL CAMPURAN AC-BC Kusmira Agustian; Khairul Anwar
JMTS: Jurnal Mitra Teknik Sipil Volume 6, Nomor 3, Agustus 2023
Publisher : Prodi Sarjana Teknik Sipil, FT, Universitas Tarumanagara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24912/jmts.v6i3.23318

This study aims to determine the effect of replacing 2% gum resin in asphalt-on-asphalt concrete-binder course (AC-BC) mixtures. The initial step is to examine the physical properties of the asphalt mixture, followed by making samples with several percentages of asphalt to determine the optimum asphalt content (OAC). After OAC was obtained, samples were made again on OAC either without or with 2% gum resin replacement. The OAC obtained for the asphalt mixture without gum resin replacement was 4.75%, while the OAC with 2% gum resin replacement was 4.65%. The stability value of the mixture with 2% gum resin replacement was higher than the mixture without gum resin, namely: 2,276.66 Kg compared to 2,143.92 Kg. Density, void in mineral aggregate (VMA), a void filled by asphalt (VFA), flow, and Marshall quotient values of the two types of mixtures met the required specifications. The results of calculating the durability of the mixture without gum resin replacement were obtained greater than the mixture with 2% gum resin replacement, namely: 93.16% versus 97.03%. This shows that the two types of mixtures can survive and not be damaged when changes in temperature and weather occur. It can be concluded that the use of gum resin as a substitute for asphalt can improve the quality of the asphalt mixture both in receiving repeated traffic loads and in dealing with climate change.

DAMPAK SUBSTITUSI POLYSTYRENE (PS) KE DALAM ASPAL PENETRASI 60/70 DAN ABU SEKAM PADI SEBAGAI FILLER TERHADAP KARAKTERISTIK CAMPURAN AC-WC Kusmira Agustian; Sofyan M. Saleh; Renni Anggraini
JURNAL TEKNIK SIPIL Vol 6, No 2 (2017): Volume 6, Nomor 2, Januari 2017
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract: Endurance of asphalt concrete pavement on traffic load and temperature depends on the type and composition of aggregates, asphalt and filler used. Many attempts have been made to improve the quality of the mixture, such as using modified asphalt. Modified asphalt made by mixing hard asphalt with addition material, such as: plastic, latex and second tires. In this study, the additional material used were plastic polystyrene (PS) as asphalt substitute material and rice husk ash as filler for 50% of the total weight of the filler in AC-WC mixture. Stone ash, cement and fly ash hasbeen commonly used as a filler in asphalt mixture. But, the kind of filler was hard to find and the price were relatively expensive.Rice husk ash which has a specific gravity greater than asphalt, is expected to be one alternative. This study aims to determine impact of plastic substitution into asphalt pen. 60/70 as well as the use of rice husk ash and Portland cement combinations as filler to Marshall characteristics of AC-WC mixture. The early stages of this research is to find the optimum asphalt content (OAC). After OAC obtained thenthe specimens were mixed without and with substitution percentage variation of plastic PS 7%, 9% and 11% to the weight of asphalt. The results showed the use of plastic PS in the AC-WC mixture improve Marshall parameters, especially the value of stability and MQ. Highest MQ and stability value obtained in PS 11% mixture with asphalt content 6,80%, those were 2761.96 kg and 1105.76 kg/mm. No significant changes was found in the density, VMA and VFA value for all substitution percentage variation of PS. Flow value decreasedby the increasing percentage of PS, while the VIM value tended to increase. The durability value of AC-WC mixture with and without PS substitution had met the requirements, those were 90%.Keywords : Asphalt Concrete Wearing Course (AC-WC), Modified Asphalt, Polystyrene(PS)Abstrak: Ketahanan perkerasan beton aspal terhadap beban lalulintas dan temperatur sangat tergantung pada jenis dan komposisi agregat, aspal serta filler yang digunakan. Banyak usaha telah dilakukan untuk meningkatkan kualitas campuran, salah satunya dengan menggunakan aspal modifikasi. Aspal modifikasi dibuat dengan mencampur aspal keras dengan bahan tambah yang dapat berupa plastik, lateks dan ban bekas. Pada penelitian ini bahan tambah yang digunakan adalah plastik jenis polystyrene (PS) sebagai bahan substitusi aspal serta penggunaan abu sekam padi sebagai filler sebesar 50% dari berat total filler pada campuran AC-WC. Abu batu, semen dan fly ash sudah biasa digunakan sebagai filler dalam campuran aspal. Tetapi, jenis filler tersebut susah didapatkan dan harganya relatif mahal. Abu sekam padi yang memiliki berat jenis lebih besar dari aspal, diharapkan dapat menjadi salah satu alternatifnya. Penelitian ini bertujuan untuk mengetahui dampak substitusi plastik PS ke dalam aspal pen. 60/70 serta penggunaanfillerkombinasi abu sekam padi dan semen portland terhadap karakteristik Marshall campuran AC-WC. Tahapan awal penelitian ini adalah mencari kadar aspal optimum (KAO). Setelah KAO didapat kemudian dilakukan pembuatan benda uji tanpa dan dengan substitusi variasi persentase plastik PS sebesar 7%, 9% dan 11% terhadap berat aspal. Hasil penelitian menunjukkan penggunaan plastik PS pada campuran AC-WC dapat membantu meningkatkan parameter Marshall, terutama nilai stabilitas dan MQ. Nilai stabilitas dan MQ tertinggi didapat pada campuran PS11% dengan kadar aspal 6,80% yaitu 2761,96 kg dan 1105,76 kg/mm.Nilai density,VMA dan VFA tidak terjadi perubahan yang besar untuk semua substitusi variasi persentase PS. Nilai flowmengalami penurunan seiring dengan peningkatan persentase PS, sedangkan nilai VIMcenderung meningkat.Untuk nilai durabilitas campuran AC-WC dengan dan tanpa substitusi PS telah memenuhi persyaratan yaitu 90%.Kata kunci : Campuran AC-WC, Aspal Modifikasi, Polystyrene(PS)

Analisis Risiko Kecelakaan Kerja Menggunakan Metode Analisis SWIFT Pada Pekerjaan Fondasi Bored Pile Arifatussaadah, Nenden; Rahayu, Sri; Agustian, Kusmira
VOCATECH: Vocational Education and Technology Journal Vol 5, No 2 (2024): April
Publisher : Akademi Komunitas Negeri Aceh Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.38038/vocatech.v5i2.168

AbstractThe Occupational Health and Safety Management System (OHSMS) aims to create a health and safety management system in the workplace that considers aspects of labour, conditions, management, and the work environment. However, there are some companies that pay less attention to the implementation of SMK3. This research focuses on the risk analysis of occupational accidents in bored pile foundation work in the construction project of the Mother and Child Services Centre of Dr. Hasan Sadikin Hospital Bandung using the Structured What If Technique (SWIFT) analysis method. SWIFT analysis is a method of identifying potential hazards using a questioning approach with the keyword "what if" that can reduce the risk of high work accidents. This research was conducted using descriptive qualitative method using SWIFT analysis method. The research was carried out by conducting literature and field studies, formulating problems, collecting data, and conducting analyses using the SWIFT method and making recommendations for improvement. Based on the analysis of potential hazards in bored pile foundation work, 12 different potential hazards were found. Recommendations for improvement include the use of complete PPE, installing danger signs and conducting periodic checks on the tools used. In conclusion, the SWIFT analysis method is important to use in identifying potential work accidents in bored pile foundation work and can find out the potential hazards.Keywords:Bored pile foundations; work accidents; occupational health and safety; structured what if technique (SWIFT) AbstrakSistem Manajemen Kesehatan dan Keselamatan Kerja (SMK3) bertujuan untuk membuat suatu sistem manajemen kesehatan dan keselamatan di tempat kerja yang mempertimbangkan aspek tenaga kerja, kondisi, manajemen, dan lingkungan kerja. Meskipun demikian, terdapat beberapa perusahaan yang kurang memperhatikan implementasi SMK3. Penelitian ini berfokus pada analisis risiko kecelakaan kerja pada pekerjaan fondasi bored pile di proyek pembangunan Pusat Pelayanan Ibu dan Anak RSUP Dr. Hasan Sadikin Bandung menggunakan metode analisis Structured What If Technique (SWIFT). Analisis SWIFT merupakan suatu metode dalam mengidentifikasi potensi bahaya menggunakan pendekatan bertanya dengan kata kunci “bagaimana jika” yang dapat menurunkan risiko kecelakaan kerja yang tinggi. Penelitian ini dilakukan dengan metode kualitatif deskriptif menggunakan metode analisis SWIFT. Penelitian dilaksanakan dengan melakukan studi pustaka dan studi lapangan, perumusan masalah, pengumpulan data, serta melakukan analisis menggunakan metode SWIFT dan membuat rekomendasi perbaikan. Berdasarkan analisis potensi bahaya pada pekerjaan fondasi bored pile ditemukan 12 potensi bahaya yang berbeda. Rekomendasi perbaikan diantaranya seperti penggunaan APD yang lengkap, pemasangan rambu tanda bahaya dan melakukan pengecekan berkala pada alat yang digunakan. Kesimpulannya, metode analisis SWIFT penting untuk digunakan dalam mengidentifikasi potensi kecelakaan kerja dalam pekerjaan fondasi bored pile serta dapat mengetahui rekomendasi perbaikan apa saja yang perlu diterapkan untuk mengurangi risiko kecelakaan di lingkungan kerja.Kata Kunci:Fondasi bored pile; kecelakaan kerja; keselamatan dan kesehatan kerja; structured what if technique (SWIFT)

Analisis Tingkat Kerusakan Jalan Menggunakan Metode PCI dan Strategi Penanganannya Pada Ruas Jalan Meulaboh-Tutut Agusmaniza, Roni; Liliiza Yusra, Cut; Agustian, Kusmira; Farizal, Teuku; Djamaluddin, Rahmat
JURNAL SIMETRIK Vol. 14 No. 2 (2024)
Publisher : Pusat Penelitian dan Pengabdian Kepada Masyarakat (P3M) Politeknik Negeri Ambon

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/js.v14i2.2739

Analisis timgkat kerusakan jalan pada ruas jalan Meulaboh-Tutut sangat penting dalam menentukan prioritas penanganan yang efektif. Penelitian ini bertujuan untuk mengevaluasi tingkat kerusakan jalan pada ruas Jalan Meulaboh-Tutut KM 19 di Kecamatan Kaway XVI, Kabupaten Aceh Barat dengan menggunakan metode Pavement Condition Index (PCI). Metode PCI merupakan metode evaluasi visual yang memberikan penilaian objektif terhadap kondisi perkerasan jalan berdasarkan jenis kerusakan, luas area yang terdampak, serta tingkat keparahan kerusakan tersebut. Skala nilai PCI berkisar antara 0 hingga 100, di mana nilai PCI 100 menunjukkan kondisi jalan yang gagal total, sementara 0 mengindikasikan kondisi perkerasan jalan masih sempurna. Berdasarkan hasil survei lapangan, ditemukan bahwa kerusakan dominan pada ruas jalan ini adalah retak buaya, lubang, dan amblas. Nilai PCI rata-rata dari ruas jalan tersebut tercatat sebesar 43.25, yang menempatkannya pada kategori “sedang (fair)” dan mengindikasikan perlunya pemeliharaan intensif untuk mengembalikan fungsi jalan tersebut. Analisis lebih rinci menunjukkan adanya variasi kondisi di berbagai segmen jalan, dengan nilai PCI terendah sebesar 0 terdapat pada beberapa STA jalan yang menunjukkan jalan masih sempurna, sedangkan nilai PCI tertinggi diperoleh pada STA 0+350 sampai dengan STA 0+400 yaitu sebesar 98.5 yang mengindikasikan kerusakan sangat parah atau gagal. Berdasarkan kondisi kerusakan yang ditemukan, strategi penanganan yang diusulkan untuk lubang menggunakan metode perbaikan P5 dan P6, untuk kulit buaya menggunakan metode perbaikan P2 dan P5 serta kerusakan amblas menggunakan metode perbaikan P5 dan P6. Metode perbaikan ini mengajukan pada Kementerian Pekerjaan Umum Direktorat Jenderal Bina Marga No. 001- 01/M/BM/2011.

Durabilitas Campuran AC-WC Dengan Pemanfaatan Abu Cangkang Kemiri Dan Getah Damar Sebagai Material Substitusi: Durability of AC-WC Mixture with the Utilization of Candlenut Shell Ash and Damar Resin as Substitute Materials Agustian, Kusmira; Yusra, Cut Liliiza; Agusmaniza, Roni
PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 6 No 2 (2024): Vol. 6 No. 2 (2024)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/proteksi.v6n2.p195-202

Durability is one of characteristics to determine the level of asphalt mixture resistance in climate changes. This study compare resistance of AC-WC type asphalt mixtures with the use of substitute materials of candlenut shell ash and damar resin. The Firts make composition, test specimens, weighing and soakings for 30 minutes in water at temperature 60°C. The substitution levels of damar resin used are 2%,4%, and 6% of total weight of asphalt, while candlenut shell ash is 10% of the total weight of filler in the mixture. After obtaining the OAC, next make test specimens on the OAC of each type of mixture, followed by a Marshall test after being soaked for 30 minutes and 24 hours. The durability value is the result of dividing the stability value of the test specimen soaked for 24 hours by the test specimen soaked for 30 minutes. The calculation results obtained show that the use of candlenut shell ash and damar resin can increase the durability of the asphalt mixture. The highest durability was obtained at a substitution rate of 6% damar resin and 10% candlenut shell ash,117.65%, the lowest durability was obtained in a conventional asphalt mixture, which is 94.10%.

Identification of Environmental Impacts in Road Construction Projects Yusra, Cut Liliiza; Wiharja, Hery; Zarita, Santi Septiana; Agustian, Kusmira; Abdullah, Ahmad Zaidi Bin; Novriza, Ferdiansyah
VOCATECH: Vocational Education and Technology Journal Vol 7, No 1 (2025): August
Publisher : Akademi Komunitas Negeri Aceh Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.38038/vocatech.v7i1.220

AbstractEnvironmental Impact Assessment (EIA) is a crucial activity that must be conducted prior to the development of any project, whether it involves infrastructure, extractive industries, or tourism development. Every infrastructure development should account for potential impacts or effects caused by the activity through monitoring and root cause analysis, ensuring that issues are addressed to prevent the emergence of new problems in the future. The primary purpose of EIA is to protect, reduce, and prevent potential impacts of a project on the environment and society. Potential impacts are analysed by distributing questionnaires and conducting direct interviews with local communities around the project area. The data collected indicates that the perceived impacts include: 58% related to road facilities, 43% traffic flow disturbances, 65% noise pollution, 81% vibrations, 59% air pollution, 54% water pollution, and 15% soil contamination. In conclusion, the most significant effect perceived from the construction of the campus ring road project is noise, with a percentage of 65% Based on the results of the research that has been conducted, it is important to prioritize the analysis of environmental impacts before the implementation of a project in a certain area, so that the effects on the surrounding community can be minimized as much as possible.Keywords:Environmental impact analysis (AMDAL); campus ring road; construction project. AbstrakAnalisis Dampak Lingkungan (AMDAL) adalah kegiatan penting yang harus dilakukan sebelum pembangunan sebuah proyek, baik itu proyek infrastruktur, industri ekstraktif, atau pengembangan pariwisata. Setiap pembangunan infrastruktur harusnya perlu memperhitungkan kemungkinan dampak atau efek yang ditimbulkan oleh kegiatan tersebut dengan cara memantau dan mencari akar permasalahan sehingga permasalahan tersebut dapat diselesaikan dan tidak menimbulkan permasalahan baru kemasa yang akan datang. Tujuan utama AMDAL adalah untuk melindungi, mengurangi, dan mencegah potensi dampak yang mungkin ditimbulkan oleh suatu proyek terhadap lingkungan dan masyarakat. Potensi dampak dianalisis dengan cara mendistribusikan kuesioner dan melakukan wawancara langsung dengan masyarakat setempat di sekitar wilayah proyek. Dari hasil data yang didapat menunjukkan persentase dampak yang dirasakan terkait fasilitas jalan sebesar 58%, gangguan arus lalu lintas sebesar 43%, kebisingan sebesar 65%, getaran sebesar 81%, pencemaran udara sebesar 59%, pencemaran air sebesar 54%, dan kontaminasi tanah sebesar 15%. Dapat disimpulkan bahwa efek yang paling besar dirasakan dari pembangunan proyek jalan lingkar kampus adalah kebisingan yaitu sebesar 65%. Berdasarkan dari hasil penelitian yang sudah dilakukan, penting untuk lebih diprioritaskan analisis mengenai dampak lingkungan pada saat sebelum dilaksanakannya proyek di suatu lingkungan, agar dampak yang ditimbulkan untuk masyarakat sekitar dapat diminimalisir sekecil mungkin.Kata KunciAnalisis dampak lingkungan (AMDAL); jalan lingkar kampus; proyek konstruksi.

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