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All Journal Syntax Literate: Jurnal Ilmiah Indonesia INFOKUM Jurnal Info Sains : Informatika dan Sains Journal of Social Research Jurnal ELIPS (Ekonomi, Lingkungan, Infrastruktur, Pengembangan Wilayah, dan Sosial Budaya) Formosa Journal of Science and Technology (FJST) Jurnal Ilmu Pendidikan Indonesia Jurnal Indonesia Sosial Teknologi Eduvest - Journal of Universal Studies Jurnal Portal Sipil Jurnal Median Arsitektur dan Planologi Riwayat: Educational Journal of History and Humanities
Rante, Harmonis
Universitas Cenderawasih Jayapura, Indonesia
Aerospace Engineering Humanities Biochemistry, Genetics & Molecular Biology Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Economics, Econometrics & Finance Education Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Law, Crime, Criminology & Criminal Justice Mathematics Neuroscience Physics Social Sciences Transportation Other

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Analisis Faktor Aksesibilitas terhadap Perbandingan Antara Harga Perencanaan dan Harga Kontrak pada Proyek Jembatan di Provinsi Papua Imbiri, Billian Melianus; Julison, Bernathius; Rante, Harmonis
Syntax Literate Jurnal Ilmiah Indonesia
Publisher : Syntax Corporation

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36418/syntax-literate.v7i12.13364

Abstract

Penelitian ini dilakukan di enam ruas jalan Nasional di Provinsi Papua Tengah meliputi ruas jalan Nabire-Wanggar, Wanggar-Kwatisore (Batas Provinsi Papua Barat), Bedudipa-Batas Kota Nabire, Nabire-Kimibai, Kimibai-Legari dan ruas jalan Legari-Botawa dengan total panjang ruas 443.41 Km. Dengan tujuan untuk: (1) untuk menganalisa pengaruh aksesibilitas terhadap harga perkiraan sendiri dan (2) untuk menganalisa pengaruh aksesibiltas terhadap harga perkiraan sendiri. Penelitian ini merupakan penelitian yang bersifat deskriptif dengan pengambilan sampel secara “field reseacrh". Pengumpulan data primer menggunakan metode pencatatan dokumen dan pengumpulan data kontrak, selanjutnya dianalisis secara deskriptif kualitatif. Berdasarkan hasil penelitian menunjukan bahwa, (1) Nilai aksesibilitas ke lokasi pekerjaan tidak berpengaruh terhadap harga perkiraan sendiri dan (2) Nilai aksesibilitas ke lokasi pekerjaan berpengaruh terhadap nilai kontrak fisik
Pengaruh Kerentanan Bangunan Gedung Sekolah pada Distrik Jayapura Utara, Distrik Jayapura Selatan, Distrik Abepura Terhadap Bahaya Gempa Bumi di Kota Jayapura Gultom, Junpieter; Rante, Harmonis; Rusim, Dewi Ana; Awaluddin, Duha; Mujiati, Mujiati
Syntax Literate Jurnal Ilmiah Indonesia
Publisher : Syntax Corporation

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36418/syntax-literate.v10i4.57892

Abstract

Bangunan gedung sekolah merupakan infrastruktur dengan tingkat potensi korban jiwa yang tinggi apabila terjadi gempa bumi, sehingga penting untuk dilakukan identifikasi terhadap kerentanan strukturnya. Penelitian ini bertujuan untuk menganalisis tingkat kerentanan dan risiko seismik bangunan sekolah terhadap gempa bumi guna mendukung upaya mitigasi bencana di wilayah rawan gempa, khususnya di Kota Jayapura. Metode yang digunakan dalam studi ini adalah Rapid Visual Screening (RVS) berdasarkan FEMA P-154 dan Evaluasi Risiko Seismik, yang diterapkan pada 111 bangunan sekolah dari 40 lokasi berbeda. Faktor-faktor seperti kondisi aktual bangunan, konfigurasi geometrik, dan tahanan beban lateral menjadi penentu utama dalam perhitungan nilai kerentanan. Hasil analisis menunjukkan bahwa tipologi struktur bangunan sekolah di Kota Jayapura didominasi oleh struktur beton bertulang dengan dinding pengisi tanpa tulangan (concrete frames with unreinforced masonry infill walls). Rata-rata peluang keruntuhan struktur berdasarkan metode RVS adalah sebesar 19,63%, sedangkan evaluasi risiko seismik menunjukkan tingkat risiko sedang dengan rata-rata nilai kerentanan sebesar 1901. Ditemukan pula hubungan signifikan antara peluang keruntuhan dan tingkat risiko melalui persamaan regresi linier y = 1,09 + 3,54x. Kesimpulannya, bangunan sekolah di Kota Jayapura memiliki kerentanan struktural yang patut menjadi perhatian dalam perencanaan mitigasi risiko bencana. Implikasi dari penelitian ini menunjukkan bahwa hasil evaluasi dapat dijadikan dasar perumusan prioritas penguatan struktur bangunan sekolah guna meminimalkan risiko keruntuhan akibat gempa bumi di masa depan.
Penggunaan Model Hec-Hms Dalam Pemenuhan Air Baku Di Kabupaten Dan Kota Jayapura (Annual Water Allocation Plan For Sentani Lake Watershed) Wambrauw, Neilzen Wiliam; Widyastuti, Ira; Rante, Harmonis; Mujiati, Mujiati; Julison, Bernathius
Syntax Literate Jurnal Ilmiah Indonesia
Publisher : Syntax Corporation

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36418/syntax-literate.v10i6.59927

Abstract

The location of the study in this study is the Sentani watershed which is located in Jayapura City and Jayapura Regency. In the Sentani watershed, there is Lake Sentani which has potential utilization in the form of a Drinking Water Supply System (SPAM), Irrigation Needs of Agricultural Areas, Power Plants, Utilization of Business Development in the Fisheries Sector and Lake Ecotourism Destination Areas. With the growing utilization in the Sentani watershed, an analysis of water allocation is needed to determine the ability of the Sentani watershed to meet its needs. The Head of PDAM Jayapura explained that Lake Sentani has the potential to be an alternative to overcome the reduced water discharge and water supply for the community in Jayapura Regency. So it is hoped that this research can contribute to providing a foothold for water utilization recommendations for the community in Jayapura Regency. The results of this study show that Lake Sentani can meet water needs both with existing intakes and with the fulfillment of new needs to be developed. The total raw water taken based on the existing intake is 0.926 m^3/s and the plan to increase the raw water intake in Jayapura district is 0.125 m^3/s.
Pengaruh Sistem Manajemen Mutu Berbasis Iso 9001:2015 Terhadap Kualitas Proyek Jalan Di Provinsi Papua Tengah Puhili, Bertrand Laski Mate; Julison, Bernathius; Rante, Harmonis; Ana Rusim, Dewi; Mujiati, Mujiati
Syntax Literate Jurnal Ilmiah Indonesia
Publisher : Syntax Corporation

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36418/syntax-literate.v10i6.59945

Abstract

The implementation of a quality management system is a strategic decision for an organization that can help the organization to improve its overall performance and provide a solid foundation for sustainable development initiatives.Problem formulation: 1. How to apply ISO 9001:2015 to the quality of road projects in Central Papua Province 2. What is the quality of existing road projects in Central Papua Province 3. How does ISO 9001:2015 affect the quality of road projects in Central Papua Province? This research is qualitative research. Analytical correlation test used in qualitative analysis. From the respondent data obtained, 40 respondents with ISO 9001:2015 certificates. 67% of road projects have been carried out with ISO 9001:2015. The leadership variable and process approach received the highest dominant percentage at 71.80% while the management relationship received the smallest dominant percentage at 64%. It can be concluded that the implementation of ISO 9001:2015-based quality management system in road projects in Central Papua Province is 67%, the quality of existing projects in Central Papua Province is good, the implementation of ISO 9001:2015 has a positive effect on the quality of road projects in Central Papua Province, the dominant factor in the implementation of ISO 9001:2015 in road projects in Central Papua Province is the weather, security, terrain and material delivery
Analisis Sifat Kandungan Kimia Dan Penggunaan Material Lokal Kinang Jingkion Sebagai Agregat Kasar Terhadap Karakteristik Campuran Laston (AC) WC Di Kabupaten Yalimo Ferdinand Putera Safanpo, Herman; Bahtiar, Bahtiar; B. J. Rusmanta, Yohanes; Rante, Harmonis; Safanpo, Apolo; Manalu, Janviter
Jurnal Indonesia Sosial Teknologi Vol. 5 No. 4 (2024): Jurnal Indonesia Sosial Teknologi
Publisher : Publikasi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59141/jist.v5i4.930

Abstract

This study aims to analyze the nature of chemical content, analyze abrasion value and optimum asphalt content using local Kinang Jingkion as road pavement material. In this study, XRF and XRD testing methods were used to determine the chemical content of Kinang Jingkion local material, then testing the characteristics of rough aggregate to determine the abrasion value, testing fine aggregate characteristics, and testing asphalt pen 60/70 and marshall test to determine the optimum asphalt content (KAO). The tests obtained the results of comparative data analysis between laboratory tests and literature standards that meet the eligibility requirements. The results showed that: First, the results of XRF and XRD analysis on Wilihingke samples, 0.15 mm granules, 2.36 mm granules, and Kinang Holuwon found that all chemical elements contained in the four samples were solid metal inorganic chemical elements. The results of this analysis prove that the four samples, which are fine aggregates and coarse aggregates, do not contain organic substances. Where the results of this analysis are by the requirements of aggregates which are one of the components in the concrete mixture, where the aggregates used must meet certain conditions, one of which must not contain excess organic matter because it can undergo decay by bacteria using dissolved oxygen; Second, from the test results obtained, the aggregate wear value (abrasion) was 32.69%; Third, based on the test results, the value of the Marshall parameter with Optimum Asphalt Content (KAO) obtained a value of 6.125%.
Maintenance Strategy for the Muliama-Wa2e-Makki Road Section in Jayawijaya Regency, Papua Province, Highlands Komba, Elias; Bahtiar, Bahtiar; Rante, Harmonis; Mujiati, Mujiati; Ana Rusim, Dewi
Jurnal Indonesia Sosial Teknologi Vol. 5 No. 3 (2024): Jurnal Indonesia Sosial Teknologi
Publisher : Publikasi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59141/jist.v5i3.964

Abstract

In Jayawijaya Regency, there are several prioritized road sections, including national, provincial, and district roads. The Muliama-Wame-Makki road section is classified as a provincial road serving as an alternative route, with a total length of 22 kilometers connecting Jayawijaya Regency and Lanni Jaya Regency. The traffic on this road is quite heavy with a diverse composition (Mixed Traffic). An analysis using the Pavement Condition Index (PCI) was conducted based on field survey data, including measurements of the extent, types, and quantities of surface damage per 200 meters along each road segment. The types of damage observed on the Muliama-Wame-Makki road section include patching, longitudinal cracks, alligator cracking, and pavement subsidence, with a total damage percentage of 1.684%. The maintenance strategy is determined based on the PCI calculation and Bina Marga method, suggesting that routine maintenance is sufficient for addressing the observed issues.
Analysis of Kinang Jingkion Material as Road Subbase Layer Using Soil Cement Method Andrew Kristio Kandai, Rio; Bahtiar, Bahtiar; Rusmanta, Yohanes B. J.; Rante, Harmonis; Safanpo, Apolo; Manalu, Janviter
Jurnal Indonesia Sosial Teknologi Vol. 5 No. 4 (2024): Jurnal Indonesia Sosial Teknologi
Publisher : Publikasi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59141/jist.v5i4.1016

Abstract

This research aims to analyze the California Bearing Ratio (CBR) and Unconfined Compressive Strength Test (UCS) values as road foundation layers using local materials, namely Kinang Jingkion. The soil and Kinang Jingkion materials for the study were taken from the Apalapsili quarry in Yalimo Regency. Additionally, the additive or soil stabilizer used was matos obtained from the testing of soil characteristics, including sieve analysis or gradation, Standard Proctor Test for light density, and liquid limit test. After testing, it was found that the soil from the Apalapsili quarry is granular soil and can be categorized as A-1-a according to SNI 03-6797-2002. Subsequent testing involved CBR and UCS testing on Mix Designs made of soil and cement with concentrations of 4%, 6%, and 8%. Next, additional Mix Designs were created with compositions of Kinang Jingkion, soil, cement at 4%, 6%, and 8%. Further Mix Designs included compositions of Kinang Jingkion, soil, matos at 2%, and cement at 4%, 6%, and 8%. From the UCS testing results, Mix Designs with soil and cement concentrations of 4% and 6% did not meet the compressive strength criteria, with compressive strength values of 9.26 Kg/Cm² and 17.4 Kg/Cm² respectively. According to SNI 6887-2012, the compressive strength value after 7 days of immersion should be within 25-35 Kg/Cm², while other Mix Designs met the criteria of SNI 6887-2012. CBR testing also utilized the same Mix Designs, and the highest CBR result was obtained from the Mix Design with compositions of Kinang Jingkion, soil, cement at 8%, and matos at 2%, with a CBR value of 112%. According to the 2018 Revised General Specifications, a CBR value of 112% indicates a Class A Foundation Layer.
Overview of the Influence of Land Use Change and Sediment Control Structures on Sedimentation in Lake Sentani Ngutra, Laorens Miehell; Mujiati, Mujiati; Rante, Harmonis; Julison, Bernathius; Awaluddin, Duha; Rusim, Dewi Ana
Jurnal Indonesia Sosial Teknologi Vol. 5 No. 12 (2024): Jurnal Indonesia Sosial Teknologi
Publisher : Publikasi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59141/jist.v5i12.1254

Abstract

Under Presidential Decree No. 60 of 2021, on National Priority Lakes Rescue, Lake Sentani is one of 15 priority lakes to be rescued. In the annex to the President's regulation, it is mentioned to date about 90 tons or ± 5 m/year of sediment entering Lake Sentani with a total count of 62,0679.78 tonnes/year entering lake Sentani, with a storage capacity of 1,782 billion/m3. The water supply of Lake Sentani is obtained from the supply of 14 large and small rivers. With a slope inclination between 0% - 40% of the amount of sediment transported during the rainy season causes the decline in water quality and the high erosion that occurs. This study aims to find out the impact of land-use change and the effect of sediment control buildings on the number of sediments that enter Lake Sentani. From the results of the analysis the impact of land use change before the construction of the sediment control building based on the analysis carried out by the Papua River Regional Hall the known potential sedimentation rate is of 0.6 mm/th whereas the potential sedmentation rate analysed after the existence of the building of the Sediment Controller is of 0.012 mm /year. This indicates a change in the rate of potential Sedimentation entering the lake of sentani affected by the building sediment operator. When it rains with repeated flooding Q20, Q25, Q50 and Q100 years with conditions of 1 (one) sediment control building so that it can be judged to be a very heavy erosion class with land loss of more than 280 tons/ha/years with a potential sedimentation rate thickness between 2.55 mm/years to 2.85mm/years.
Evaluation of the Performance of Dams and Irrigation Networks in the Kalibumi Irrigation Area in Nabire Regency Waroi, Maria Joy; Mujiati, Mujiati; Rante, Harmonis; Julison, Bernathius; Awaluddin, Duha; Ana Rusim, Dewi
Jurnal Indonesia Sosial Teknologi Vol. 5 No. 12 (2024): Jurnal Indonesia Sosial Teknologi
Publisher : Publikasi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59141/jist.v5i12.1255

Abstract

Development of irrigation district (DI) in Nabire district began from 1972/1973 until 2014 the government carried out is 6400 ha. The purpose of this study is to eval_uate the performance of the wells and networks of the irrigation areas of the calibumi. The results of this study are known that the performance of Nabire's wells and irrigation networks that have been awakened is still in low performance and require attention with the overall value of 64.74% consisting of the performance value of the physical Prasarana 24.34%, plant productivity 9.86%, the supporting networks 3.33%, the Organization of Personnel 9.18%, Documentation 2.74% and P3A/GP3A / IP3A 5.37% This indicates that the existing operating and maintenance system is still very poorly in accordance with the Regulation of the Minister of Public Works and People's Housing No. 12/PRT/M/2015 on the Exploitation and Maintenance of Irrigation Networks as assessed using the e-PAKSI application.
Study on Optimization of Availability and Demand for Clean Water at Regional Drinking Water Companies (PDAM) in Jayapura City Kurniawan, Dwi Cahya; Mujiati, Mujiati; Rusim, Dewi Ana; Widyastuti, Ira; Rante, Harmonis
Jurnal Indonesia Sosial Teknologi Vol. 5 No. 11 (2024): Jurnal Indonesia Sosial Teknologi
Publisher : Publikasi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59141/jist.v5i11.7030

Abstract

PDAM Jayapura is a government agency that operates in the field of providing drinking water services, apart from being a profit institution, it is also a social institution. PDAM Jayapura is tasked with providing clean water for the Jayapura City and Jayapura Regency areas. This research aims to identify the existing condition of the Jayapura City PDAM drinking water distribution system, analyze the availability, needs, and installed (distribution network) clean water needs in Jayapura City, and conduct an analysis of other alternatives in meeting Clean Water Needs in Jayapura City. The results of this research show that the coverage of clean water services by Jayapura City PDAM is still below national standards, using technological innovation to monitor and control the clean water distribution network system in real-time using sensor technology installed at each network point to identify and repair leaks quickly, based on the results of the planet 2.0 analysis, several parts of the pipe have very small velocities, therefore, the discharge coming out of the pipe is very small. The solution that can be made is to reduce the dimensions of the existing pipe so that the flow speed can be met and also by adding water pumps at various points that have a water speed of 0 m/s so that the water in the pipe can flow properly.
Co-Authors Ade Irma Surnyany Aditya Yudy Anggoro Agung Sampebua Agus Iksan Andrew Kristio Kandai, Rio Arnold Mika Aronggear, N Epson Asniaty Asniaty B. J. Rusmanta, Yohanes Bab, Edison Bahtiar Bahtiar Bahtiar Bahtiar Bate Pongsitanan Bernathius Julison Bless, Veralde Marthina Dabamona, Junaidi Irianto Dance Manuel Agustinus Saroi Dedi Julians Noya Duha Awaluddin Kurniatullah Elieser Numberi Eric Sandi Hutajulu Ferdinand Putera Safanpo, Herman Gultom, Junpieter Henny Rosita Mantundoij Herbert Innah Herry Wijaya Huwae, Pricilia Imbiri, Billian Melianus Isir, Happries Januaris Jermin, Jermin Johni J Numberi Jontor Nababan Karma, Felix Yohanes Komba, Elias Kosay, Daud Kurniawan, Dwi Cahya Labok, Anna M Lembang, Nataniel Letsoin, Stella Lumban Gaol, Martua Jaya Gregorius Maay, Gedrida Yacoba Maay, George Manalu, Janviter Manalu, Marulitua Mandosir, Marthen Luther Meraudje, Daud M Mujiati Mujiati Mujiati Mujiati Mujiati Ngutra, Laorens Miehell Numberi, Jonathan Penius Lani Poli, Agustina Ivonne Pondayar, Erna Sisca Adelce Puhili, Bertrand Laski Mate Rachman, Ivan Hairil Pratama Rudy Mom Rumansara, Enos H. Rusim, Dewi Ana Rusmanta, Yohanes B. J. Safanpo, Apolo Sihaloho, Roy Chandra Sonya Teti Pallo Suryastuti, Ika Sri Tambuku, Heynce Tawer, Marjianus Paulus Kioata Thobby Wakarmamu Thobby Wakarmamu, Thobby Tiurlina Siregar Verdy Sumbung Vinsensius T Sihotang W, Thobby Wambrauw, Neilzen Wiliam Wanimbo, Yaro Waroi, Maria Joy Widiyaningsih, Asti widyastuti, ira Winarno Winarno Yabansabra, Werenfrida Yenni Pigome Yong, Pieter Marvin Yulianti Liga Patubungan