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Pengaruh Penambahan Limbah Plastik Low Density Polyethylene Terhadap Karakteristik Campuran Laston AC-WC Dwi Susanti Erni; Mirza Ghulam Rifqi; M. Shofi'ul Amin
Journal of Applied Civil Engineering and Infrastructure Technology Vol 2 No 2 (2021): Desember 2021
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v2i2.67

Abstract

The problem of plastic waste is now one of the world's concentrations. Efforts to reduce and prevent many have been done, but in general the results obtained are not comparable with the growing use of plastics that continues to increase, especially plastics that are not managed properly. One of the efforts made is the utilization of plastic waste as added ingredients of Laston AC-WC hot asphalt mixture called modification. The purpose of this study was to determine how the effect of adding Low Density Polyethylene (LDPE) plastic waste to the characteristics of Marshall Laston AC-WC. Tests carried out include aggregate testing, asphalt testing, and plastic testing, and Marshall testing. The design of the mixture is done by dry (dry process) using a variation of plastic content of 0%, 4.5%, 5%, and 5.5%, each of which uses 5 levels of asphalt which is 5%, 5.5%, 6% , 6.5%, and 7% with 3 specimens each, so that there are a total of 75 specimens. Marshall test results obtained KAO of 6.5% with a variation of plastic content of 5.5%, obtained stability of 2167.40 kg, Flow 3.8 mm, VIM 3.94%, VMA 15.95%, VFA / VFB 77, 12%, and MQ 570.37 kg / mm. So that the addition of LDPE type plastic waste meets (General Specifications of Bina Marga, 2018).
KARAKTERISTIK BAMBU ATER BANYUWANGI LAMINASI SUSUNAN LURUS BERDASARKAN KUAT TEKAN DAN KUAT LENTUR Mirza Ghulam Rifqi; M Shofi'ul Amin; Riza Rahimi Bachtiar; Erna Suryani; Riko Murdani
JURNAL TEKNIK SIPIL Vol 11, No 1 (2022): Volume 11 Nomor 1 Mei 2022
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jts.v11i1.23240

Abstract

Abstract: Laminated bamboo is a building material using a manufacturing technique which is made by bonding several pieces of bamboo. Laminated bamboo has higher characteristic strength compared to natural bamboo and is more mechanical in nature. For lamination treatment arranged straight on the lamination. Pertaining to SNI-03- 3958-1995, SNI-03-3399-1994, SNI 03-3959-1995 and ISO 22157-1; 2019 for the manufacturing and testing procedures for ater banyuwangi bamboo laminate test specimens. The purpose of this study was to work out the characteristics of bamboo ater lamination. The characteristics of bamboo include tensile strength, compressive strength and bending strength. The thickness of bamboo slats of the lamina is 7 mm with a horizontal straight arrangement and uses PVA adhesive. In this study, bamboo originating from the Genteng area in Banyuwangi was used, which was 3- 5 years old. The bamboo soaked in borax for five days for preservation. Bamboo is dried within the sun to dry the air and reduce moisture content (Water content uses 12.5% -15%). Bamboo that has been dried is laminated during a straight arrangement. Testing of bamboo for the lamina using one point load. The results showed that the compressive strength, bending strength and tensile strength of laminated bamboo without preservation were 279,40 kg/cm2, 933,04 kg/cm2 dan 4.700,23 kg/cm2 Mpa respectively, and while the value of compressive strength, bending strength and tensile strength of laminated bamboo with preservation were respectively were 231,62 kg/cm2, 739,94 kg/cm2 dan 4.263,96 kg/cm2. Based on the results of compress strength values, bending strength and tensile strength, the characteristics of bamboo ater banyuwangi laminate are classified with a strong class approach of wood and wood quality code including in strong class II according to PKKI NI-5 1961 and quality code E25 according to SNI 7973 2013..Keywords : laminated bamboo, water content, bending strength, compressive strength, tensile strength.Abstrak: Bambu laminasi merupakan bahan bangunan dengan teknik pembuatan yang dibuat dengan mengikat beberapa batang bambu. Bambu laminasi memiliki karakteristik kekuatan yang lebih tinggi dibandingkan dengan bambu alami dan lebih bersifat mekanis. Untuk perawatan laminasi diatur langsung pada laminasi. Terkait dengan SNI-03- 3958-1995, SNI-03-3399-1994, SNI 03-3959-1995 dan ISO 22157-1; 2019 untuk prosedur pembuatan dan pengujian benda uji laminasi bambu ater banyuwangi Tujuan penelitian ini adalah untuk mengetahui karakteristik laminasi ater bambu. Karakteristik bambu meliputi kuat tarik, kuat tekan dan kuat lentur. Ketebalan bilah bamboo untuk lamina 7 mm dengan susunan lurus horizontal dan menggunakan perekat PVA. Penelitian ini menggunakan bambu yang berasal dari daerah Genteng di Banyuwangi yang berumur 3 - 5 tahun. Bambu direndam dalam boraks selama lima hari untuk pengawetan. Bambu dikeringkan di bawah sinar matahari untuk mengeringkan udara dan mengurangi kadar air (Kadar air menggunakan 12,5% -15%). Bambu yang sudah dikeringkan dilaminasi dengan penataan lurus. Metode pengujian untuk lamina menggunakan pembebanan satu titik. Hasil penelitian menunjukkan bahwa kuat tekan, kuat lentur dan kuat tarik bambu laminasi tanpa pengawetan masing-masing adalah 279,40 kg/cm2, 933,04 kg/cm2 dan 4.700,23 kg/cm2, sedangkan nilai kuat tekan, kuat lentur dan kuat tarik bambu laminasi dengan pengawetan masing-masing sebesar 231,62 kg/cm2, 739,94 kg/cm2 dan 4.263,96 kg/cm2. Berdasarkan hasil nilai kuat tekan, kuat lentur dan kuat tarik maka karakteristik bambu ater banyuwangi laminasi diklasifikasikan dengan pendekatan kelas kuat kayu serta kode mutu kayu termasuk pada kelas kuat II menurut PKKI NI-5 1961 dan kode mutu E25 menurut SNI 7973 2013.Kata kunci : bambu laminasi, kadar air, kuat lentur, kuat tekan, kuat tarik
Perancangan Infrastruktur Jalan dan Peningkatan Kompetensi Personil di Desa Tambong Melalui Pelatihan Penyusunan Rencana Anggaran dan Biaya Pekerjaan Dadang Dwi Pranowo; Yuni Ulfiyati; Fikca Ayuk Safitri; Mirza Ghulam Rifqi
Kapuas Vol 3 No 1 (2023): Kapuas : Jurnal Publikasi Pengabdian Pada Masyarakat
Publisher : Politeknik Negeri Pontianak

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31573/jk.v3i1.513

Abstract

Banyuwangi Regency has development policies and objectives listed in the 2021-2026 Regional Medium Term Development Plan. One of the policies in Medium Term Development Plan is the regional development strategy. Banyuwangi Regency area consists of 25 sub-districts and 189 villages. Most of those villages are scattered in the southern region of Banyuwangi Regency Goverment. With regional boundaries and wide coverage area, Banyuwangi Regency Government has a priority scale in developing villages. In this condition, road facilities cannot be built and developed optimally. Limitation of infrastructure budgeting of the Banyuwangi Regency Regional Government become a problem in Tambong Village. In addition, the limited number of personel who have the ability to prepare planning documents and budget plans is also an obstacle in village infrastructure development activities. Assistance in planning village infrastructure and increasing the capacity of Tambong Village technical personel needs to be carried out so that the development program runs smoothly. Based on this, Banyuwangi State Polytechnic team held training regarding the preparation of a budget plan for technical personnel. Several technical documents needed for funding proposals and infrastructure financing were also prepared in this mentoring activity. This activity is implementing the Tri Dharma of High Vocational Education to the surrounding community. With the implementation of this activity, it is hoped that the transfer of knowledge by the community service team can be realized in the context of increasing the capacity of human resources in Tambong Village.