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Contact Name
Edowinsyah
Contact Email
itpaberings89@gmail.com
Phone
+6285290642110
Journal Mail Official
itpaberings89@gmail.com
Editorial Address
Jl. Masik Siagim No. 75 Simpang Mbacang Kelurahan Karang Dalo Kecamatan Dempoh Tengah Kota Pagar Alam
Location
Kota pagar alam,
Sumatera selatan
INDONESIA
Jurnal Ilmiah Bering's
ISSN : 2355617X     EISSN : 28281160     DOI : https://doi.org/10.36050/berings.v8i02
Berings Scientific Journalis a national journal published by the Research and Service Institute (LPPM), Pagar Alam Institute of Technology (STTP). which is published periodically in March and October, with the fields of civil engineering research including hydrology, structure, construction, material technology, geometric, transportation, and also in the field of planning such as Regions and cities development and planning, Urban Design, Community Development, Housing
Articles 6 Documents
Search results for , issue "Vol 9 No 01 (2022): Jurnal Ilmiah Bering's" : 6 Documents clear
PENENTUAN PRIORITAS PENANGANAN LOKASI KUMUH PERKOTAAN DI KOTA PAGAR ALAM Didi Ardiansyah
JURNAL ILMIAH BERING'S Vol 9 No 01 (2022): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (968.625 KB) | DOI: 10.36050/berings.v9i01.454

Abstract

Slum area in Pagar Alam City covering an area of ​​63.58 hectares, slum areas such as houses or community housing conditions in the area are not appropriate or not in accordance with the standards applied, namely the standard for infrastructure and facilities needs, requirements for healthy houses, open space, building density, completeness of social facilities and others. This research method is a quantitative descriptive study that describes data about the level of slums with scoring analysis for non-physical and physical matters. Data collection methods are surveys, interviews and questionnaires about plans to improve the quality of the slum settlement environment. How to identify the level of slums by assigning a score to the slum indicator criteria according to a rating scale that can have an impact on slum areas in Pagar Alam City. The next step is to analyze the classification of the slum level in Pagar Alam City. The results obtained from the research are the characteristics of slum settlements in Pagar Alam City, which can be seen from the respective kelurahan indicated as slums including Sidorejo Village, Tebat Giri Indah, Beringin Jaya, Tumbak Ulas, Besemah Serasan, Bangun Jaya, Pagar Alam, Sukorejo, and Nendagung. Slum areas can be identified according to the condition of the building, service and management of drinking water, road conditions, waste water management, drainage conditions in the environment, waste conditions in the environment, fire alertness, land legality and other considerations. Besemah Serasan, while the areas classified as moderate slums are Sukorejo, Sidorejo and Tebat Giri Indah Villages. Overall, the high population density, lack of drinking water management, poor sanitation conditions, and solid waste conditions are one of the characteristics of slum areas in the area. The priority for handling areas that are included in the medium slum category is rejuvenation, while the severe slum category is rejuvenation and restoration.
FEASIBILITY STUDY (STUDI KELAYAKAN) PERENCANAAN PEMBANGUNAN TPS 3R DI PULAU SABIRA KABUPATEN KEPULAUAN SERIBU PROVINSI DKI JAKARTA) Ernamaiyanti; Mega Yunanda
JURNAL ILMIAH BERING'S Vol 9 No 01 (2022): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (415.504 KB) | DOI: 10.36050/berings.v9i01.455

Abstract

The purpose of this study was to compile a technical study of planning for the construction of 3R TPS on Sabira Island, Seribu Islands Regency, DKI Jakarta Province. The research method is a quantitative method. The types of surveys carried out are polygon and rate generation. The plan for the construction of the Sabira Island 3R TPS is recommended in an available location with a land area of ±375 m2 or 15 m x 25 m. The condition of Service and Waste Management on Sabira Island has a weighting score with a total score of 14. This means that the criteria for service and waste processing locations for the construction of 3R TPS on Sabira Island are recommended in the available locations. Of the four waste processing technologies on Sabira Island that were assessed using the SWOT method, it was concluded that composting was the one that exceeded the median score for both internal and external environmental factors. The number of collecting vehicles for motorbike carts on Sabira Island is 4 trips/day (1 (one) unit of existing motorbike cart is suitable for use). The loading rate to be processed at the 3R TPS on Sabira Island is 0.542 m3/hour. The land area required for the construction of the 3R TPS on Sabira Island is 193.67 m2. The social feasibility study in the plan for the construction of the 3R TPS on Sabira Island is that the people of Sabira Island support the plan for the construction of the 3R TPS. The service period of 3R TPS according to the technical analysis above is 10 years. Facilities and infrastructure are evaluated according to the applicable SNI standards in the current planning year.
PEMANFAATAN PASIR PUTIH SEBAGAI BAHAN PEMBUATAN BETON MUTU TINGGI Abdi NAsrullah; Edowinsyah
JURNAL ILMIAH BERING'S Vol 9 No 01 (2022): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (534.214 KB) | DOI: 10.36050/berings.v9i01.457

Abstract

This study aims to determine the effect of white sand on high-strength concrete in this case the quality of 26 MPa concrete. The method used in this research is direct testing in the laboratory. The test object is made in the form of a cube with a size of 15 x 15 x 15 cm. As many as 20 specimens were made, the compressive strength of the concrete was tested at the age of 3,7,14,21 and 28 days, the cement used was PCC cement. Testing / testing includes the compressive strength of concrete. The stage of mixing or stirring between cement, sand, and water. done homogeneously. From the results of the study, the average compressive strength value of 28 days of concrete was obtained. Concrete using fine white sand aggregate obtained a compressive strength value of ; 35,5 MPa.
PENILAIAN INDEKS ANCAMAN KEKERINGAN DI KECAMATAN DEMPO TENGAH KOTA PAGARALAM MENGGUNAKAN GIS Kharumia Pasmah; Fameira Dhiniati; Barrorotul Azizah
JURNAL ILMIAH BERING'S Vol 9 No 01 (2022): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (783.619 KB) | DOI: 10.36050/berings.v9i01.458

Abstract

Drought is an event that has a direct impact on several important sectors in Indonesia, including agriculture, forestry, plantations, and water resources. Geographic Information System has been developed with various methods. In addition, identification of drought areas is also carried out using the Regulation of the Head of the National Disaster Management Agency (Perka BNPB) Number 02 of 2012 concerning guidelines for disaster risk assessment. Can identify vegetation density conditions, which can be identified using the NDVI (Normalized Difference Vegetation Index) transformation, while other parameters such as rainfall, cover, land, and soil type are physiographical conditions that affect drought.
PEMANFAATAN BIJI KARET SEBAGAI AGREGAT KASAR TERHADAP WORKABILITY DAN KUAT TEKAN BETON SCC (SELF COMPACTING CONCRETE) Vike Itteridi; Suci Damaiati; Heri Wijaya
JURNAL ILMIAH BERING'S Vol 9 No 01 (2022): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (400.971 KB) | DOI: 10.36050/berings.v9i01.459

Abstract

Self compacting concrete is that can utilize its own weight to be able to flow to fill the room without any compaction process at all. The purpose of this study was to determine the compressive strength of self-compacting concrete with the substitution of rubber seeds as coarse aggregate. The method used in this study is an experimental method (experimental), also discusses the distribution of Slump Flow with the use of rubber seeds, the rate of use of rubber seeds is 3%, 4% and 5% of the weight of the coarse aggregate (split) used. The results of this study indicate the optimum compressive strength at the age of 28 days of concrete with the highest value in code A which is 8.93 MPa with a specific gravity of 2.33 grams/cm³ and a Slump Flow value of 52 cm. From this research, it can be concluded that the less mixing of rubber seeds in concrete composition the higher the compressive strength and the lower the specific gravity, while the Slump Flow value obtained will be lower. Due to the brittle nature of the rubber seeds, the slippery surface of the rubber seeds and the lightweight rubber seeds.
KUAT TEKAN BETON SELF COMPACTING CONCRETE (SCC) TERHADAP PERBANDINGAN UKURAN AGREGAT KASAR Edowinsyah
JURNAL ILMIAH BERING'S Vol 9 No 01 (2022): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36050/berings.v9i01.497

Abstract

This study discusses the comparison of the size of coarse aggregate to the compressive strength of SCC concrete which aims to determine the effect of good coarse aggregate size on the characteristics of SCC concrete. SCC is a fresh mix of concrete which is more fluid than normal concrete, the concrete can flow and compact itself to every corner of the building without the need for compaction equipment. The SCC concrete method in this study uses a superplasticizer which is added by chemicals and influences the size of the coarse aggregate. With the addition of 1.5% Superplaticizer to the weight of cement, the test on SCC concrete was seen on the compressive strength with the influence of aggregate size and Superplasticizer. The composition in making SCC concrete is cement, 3 (three) sizes of coarse aggregate, fine aggregate, water and superplasticizer, the highest compressive strength is the size of coarse aggregate 3cm aged 28 days due to the characteristics of coarse aggregate, the larger the split size, the harder the concrete texture. This solution causes the compressive strength of SCC concrete to be higher

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