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All Journal Syntax Literate: Jurnal Ilmiah Indonesia DINTEK Journal of Social Research Jurnal ELIPS (Ekonomi, Lingkungan, Infrastruktur, Pengembangan Wilayah, dan Sosial Budaya) Jurnal Pengabdian Papua Jurnal Indonesia Sosial Teknologi Jurnal Median Arsitektur dan Planologi Riwayat: Educational Journal of History and Humanities Jurnal Sains dan Teknologi Jurnal Sipil Terapan
Mujiati Mujiati
Fakultas Teknik Universitas Cenderawasih, Jayapura
Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Medicine & Pharmacology Social Sciences Transportation Other

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The Influence Of Road Geometry On The Central Government Policy For The Trans Papua Road Segment Iv Jayapura–Elelim–Wamena Rumagit, Mexan Andry; Bahtiar, Bahtiar; Rusim, Dewi Ana; Mujiati, Mujiati; Julison, Bernathius
Journal of Social Research Vol. 4 No. 7 (2025): Journal of Social Research
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/josr.v4i7.2615

Abstract

The Trans Papua road network spans 3,259.45 km, comprising 58.24% national roads (1,898.32 km) and 41.76% strategic roads (1,361.13 km). A specific issue arises on the Trans Papua Segment IV (Jayapura–Elelim–Wamena), where the geometric design of the road does not align with the standards set in the Ministry of Public Works and Housing Regulation No. 5 of 2023 regarding technical requirements for road design. This non-compliance poses risks of traffic accidents and impacts travel time, particularly for essential vehicles like fuel supply trucks, which cannot navigate certain segments due to the road's steep gradient (overgrade). This study aims to analyze the compliance of the geometric design on the Jayapura–Elelim–Wamena road segment with the established technical standards and its alignment with the central government's policy to enhance the local economy and ensure equitable pricing in mountainous regions. The research findings reveal that while road handling in Segment IV Jayapura–Elelim–Wamena has been managed by the BPJN Jayapura and BPJN Wamena, the existing geometric conditions do not meet the requirements of Permen PUPR No. 5 of 2023. The current policy focuses on maintaining the functionality of the road through preservation work packages rather than addressing the design deficiencies. This study underscores the need for more comprehensive upgrades to meet regulatory standards for safe and efficient road use.
A Study of the Water Resources Potential of the Sewan River in East Sarmi District, Sarmi Regency Maay, Gedrida Yacoba; Mujiati, Mujiati; Rante, Harmonis; Bahtiar, Bahtiar; Manalu, Janviter
Journal of Social Research Vol. 4 No. 7 (2025): Journal of Social Research
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/josr.v4i7.2616

Abstract

Access to clean water is a fundamental need for supporting healthier and cleaner living conditions, which is critical for achieving the Millennium Development Goals (MDGs). In East Sarmi District, Sarmi Regency, the community relies on surface water, groundwater, and untreated rainwater as primary sources of raw water. This study aims to evaluate the potential of these water sources to meet health standards and the community's future water needs. The research focuses on the condition of the Sewan River, a significant water source in East Sarmi District, and its capacity to fulfill the clean water demands. The study uses SWOT analysis to assess the potential of the Sewan River as a reliable source. The findings reveal that the required clean water in Sarmi District by 2043 is 1.46 liters/second, which is equivalent to 0.0016 m³/day. The Sewan River currently provides 198 liters/second, indicating that its water supply is more than sufficient to meet future needs. Furthermore, both the community and the local government support the development of water resources in the region. This research contributes to identifying sustainable water sources and offers recommendations for improving water management in East Sarmi District to meet health standards and enhance the quality of life.
The Effect of Using Wooden Pile and Cast Concrete Reinforcement on Soft Soil Settlement in Graha Lentera Holtekamp Housing, Jayapura, Papua Korwa, Frans Denny; Karnitullah, Duha Awaludin; Mujiati, Mujiati; Bahtiar, Bahtiar; Julison, Bernathius
Journal of Social Research Vol. 4 No. 7 (2025): Journal of Social Research
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/josr.v4i7.2617

Abstract

Low shear strength will result in low bearing capacity and large (Settlement), even excessive settlement, and the compressibility of the soil will affect the shrinkage of the soil due to the influence of the groundwater level that occurs and will affect the stability of the buildings on it. soil stability through soil improvement techniques and soil reinforcement techniques. Soil improvement techniques are soil stability measures by improving the original soil characteristics, until they meet the technical requirements required by construction, such as increasing the bearing capacity and shear strength of the soil, decreasing soil compressibility, increasing or decreasing soil permeability, and so on. In this study, it was applied to unreinforced soil with a bearing capacity of 950.00 kPa with a qijin of 380.00 kN and with a decrease of 1.861 mm or 4.0%. Soil with reinforcement has a better carrying capacity compared to soil without reinforcement, so that soil with reinforcement gets greater load behavior, from the experiment with reinforcement of wooden piles (CK 8 I) gets a maximum load of 25.10 kN with a decrease of 5.90 mm or 11.80%. The maximum load acting on the ultimate unreinforced (pu) soil on the original soil is 13.68 kN with a qijin carrying capacity of 380.00 kN. Soil with wood pile reinforcement maximum working load of 25.10 kN with a drop of 5.90 mm or 11.80 %. Soil with reinforced cast-concrete maximum working load of 23.50 kN with a drop of 4.50 mm or 9.00 %.
The Effect of Soft Soil Reinforcement Using Gravel Columns and Used Tire Columns in the Graha Lentera Holtekam Residential Area Wandan, Hendra Sakti Muslimin Ali; Kurniatullah, Duha Awaluddin; Mujiati, Mujiati; Bahtiar, Bahtiar; Julison , Bernathius
Journal of Social Research Vol. 4 No. 7 (2025): Journal of Social Research
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/josr.v4i7.2618

Abstract

The opening of new land to be used as a location for housing development (KPR) or Shop Houses (Ruko) as residential and business places that may technically not meet the requirements and standards for erecting a construction building in the area, let alone on a mass basis. Because the potential for construction failures is very prone to occur, such as land subsidence (Settlement). These factors must be found to increase the carrying capacity of the land so that it can meet the requirements to erect a construction building that is safe, economical and at the same time the life of the building can be longer. Based on the description mentioned above, the researcher is interested in modeling carried out in the engineering laboratory of Cenderawasih University with sakla 1; 50, this research was carried out there are three types, namely soil without reinforcement, soil with a 6 cm diameter gravel column reinforcement with a depth variation of 4 cm and 8 cm, and soil with a 6 cm diameter used tire column with a depth variation of 4 cm and 6 cm. This test is carried out by applying pressure or load in a vertical direction, The tool used is in the form of a hydraulic jack by paying attention to the load reading dial and the drop reading dial until the reading is fixed or the drop dial does not show any further decline. Based on the results of the analysis of this study, it was obtained that: The test was applied on soil without reinforcement obtaining an ultimate load of 950.00 kpa with a qijin of 380.00 kpa, soil with the reinforcement of gravel columns with the greatest carrying capacity of 1,849 Kpa with a qijin of 739.444 kN or producing a carrying capacity 95% greater than the soil without reinforcement.
Pola Jaringan Distribusi Logistik di Kabupaten Lanny Jaya Provinsi Papua Pegunungan Lumban Gaol, Martua Jaya Gregorius; Julison, Bernathius; Mujiati, Mujiati; Rante, Harmonis
Riwayat: Educational Journal of History and Humanities Vol 8, No 3 (2025): July, Social Studies, Educational Research and Humanities Research.
Publisher : Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jr.v8i3.48100

Abstract

Transportasi adalah usaha memindahkan, menggerakkan, mengangkut, atau mengalihkan suatu objek dari tempat asal ke tempat tujuan berpindah suatu barang atau manusia dengan menggunakan moda transportasi.Penelitian ini bertujuan untuk menganalisis Biaya Operasional Kendaraan (BOK) angkutan logistik per hari untuk jenis dump truck dari Kota Jayapura Kabupaten Lanny Jaya, menganalisis tarif angkutan logistik untuk jenis dump truck dari Kota Jayapura Kabupaten Lanny Jaya, dan menganalisis pola jaringan distribusi logistik dari Kota Jayapura Kabupaten Lanny Jaya untuk jenis dump truck. Manfaat dari penelitian ini adalah sebagai masukan dan bahan pertimbangan bagi pihak atau instansi terkait yaitu pemerintah dan para pelaku usaha angkutan logistik dalam menetapkan tarif angkutan logistik berdasarkan Biaya Operasional Kendaraan.Data yang diperlukan untuk menyelesaikan penelitian ini terdiri dari data sekunder dan data primer. Data sekunder berupa referensi yang digunakan dan sebagai dasar atau acuan dalam menghitung Biaya Operasional Kendaraan, menentukan tarif, dan pola jaringan distribusi logistik yang diperoleh dari instansi terkait. Data primer didapatkan melalui observasi dan wawancara secara langsung pada lokasi penelitian terkait untuk jenis dump truck.Hasil analisis data pada penelitian ini didapatkan total BOK dari biaya langsung dan biaya tidak langsung sebesar Rp 937.461,99/hari untuk jenis dump truck. Tarif angkutan logistik sebesar Rp 10.000,00/kg untuk jenis dump truck. Pola jaringan distribusi logistik dari Kota Jayapura Kabupaten Lanny Jaya, yaitu melalui segmen Jayapura Mamberamo Elelim Wamena Lanny Jaya untuk jenis dump truck.
The Effect of the Construction Contract System on the Quality of Contractors' Work in Road and Bridge Construction Projects in Mountainous Papua Province Lani, Yompi; Julison, Bernathius; Rusim, Dewi Ana; Mujiati, Mujiati; Bahtiar, Bahtiar
Journal of Social Research Vol. 4 No. 11 (2025): Journal of Social Research
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/josr.v4i10.2810

Abstract

The Lumpsum contract system with a Fix Price value with the financing system is Contractor's Full Prefinanced (CPF). This system will be implemented for owners to ease costs, considering that financing is charged to contractors 100%. and paid 30 days after the minutes of the PHO were signed by both parties, Rato (20018). One of the contract systems used in the contract for the purchase of a construction project is the Remeasure Contract (Unit Price). Bridge construction infrastructure is one of the land transportation infrastructure that has an important role in the distribution of goods and services as well as mobility for the community and other economic sectors. Therefore, bridge construction plays a very important role in economic growth in a region. From the above background, the author needs to re-analyze a construction project in the Mountainous Papua Province in terms of the quality of work of the contractor, the lumpsum contract system, and the unit price contract system in the bridge construction project. The results of this study are as follows: the effect of the Lumpsum contract system on the quality of contractors' work in road and bridge construction projects is GOOD. The effect of the Unit Price contract system on the quality of contractors' work in road and bridge construction projects is GOOD. There is no effect of the contract system on the quality of contractors' work on road and bridge construction projects in Papua Mountainous Province.
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.
STRATEGI PENGEMBANGAN KAWASAN PERTANIAN PANGAN BERKELANJUTAN DI KABUPATEN MERAUKE Sultan; Mujiati; Rante , Harmonis
Jurnal ELIPS (Ekonomi, Lingkungan, Infrastruktur, Pengembangan Wilayah, dan Sosial Budaya) Vol 8 No 1 (2025): Februari 2025
Publisher : Magister Perencanaan Wilayah dan Kota Universitas Cenderawasih

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Abstract

Merauke Regency has vast and strategic agricultural land potential as a national food basket, but ecological, social, and infrastructure challenges remain obstacles to the development of sustainable farm areas. This study aimsto formulate a strategy for developing a sustainable food-based agricultural area that is adaptive to local conditionsin Merauke. The method used is a qualitative-descriptive approach through literature review and analysis of strategiesbased on regional potential. The study findings indicate that strategies encompassing optimal land use, technologyapplication, wise natural resource management, infrastructure strengthening, community empowerment, and greeneconomy-based policies can drive the transformation of Merauke's agriculture into a productive, efficient, andsustainable system. Implementation recommendations include a multi-stakeholder collaborative approach,regulatory support, and risk mapping based on spatial data.
KAJIAN KETERSEDIAAN DAN KEBUTUHAN LAHAN TEMPAT PEMAKAMAN UMUM DI DISTRIK SARMI, KABUPATEN SARMI Ronaldo Ruwayari, Daniel; Manalu, Janviter; Mujiati
Jurnal ELIPS (Ekonomi, Lingkungan, Infrastruktur, Pengembangan Wilayah, dan Sosial Budaya) Vol 8 No 1 (2025): Februari 2025
Publisher : Magister Perencanaan Wilayah dan Kota Universitas Cenderawasih

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Abstract

The availability and need for land for Public Cemeteries (TPU) is becoming an i ncreasingly urgent issue,especially in areas experiencing population growth such as Sarmi District, Sarmi Regency. This study aims toevaluate the current availability of TPU land, plan land use patterns in accordance with the Regional SpatialPlan (RTRW), and analyze local government involvement in TPU management. The research approach used isdescriptive quantitative by utilizing primary and secondary data. Data collection techniques included fieldobservations, interviews and analysis of policy documents. Data analysis was conducted using the GeographicInformation System (GIS) method to identify alternative locations for new cemeteries and the geometricformula to project land requirements. The results show that TPU Mararena still has a land capacity of 1,434m², while TPU Sarmi Kota has exhausted its capacity with a total area of 14,051 m². Projections of landrequirements show the need for a new location with an area of around 10,000 m² to meet the needs of thecemetery in the long term. The new site needs to be designed based on spatial criteria, such as accessibility,integration of green spaces, and sustainability of management. This research emphasizes the importance ofcross-sectoral coordination between local governments, communities and customary institutions to createmore effective and environmentally friendly TPU management. New TPUs that support ecological, social, andaesthetic functions can be a sustainable solution to overcome the limitations of cemetery land in the future.
STRATEGI PENGENDALIAN BANJIR KOTA MERAUKE PROVINSI PAPUA SELATAN Gunawan Purba, Hisar; Mujiati; Manalu, Janviter
Jurnal ELIPS (Ekonomi, Lingkungan, Infrastruktur, Pengembangan Wilayah, dan Sosial Budaya) Vol 8 No 1 (2025): Februari 2025
Publisher : Magister Perencanaan Wilayah dan Kota Universitas Cenderawasih

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Abstract

This research aims to examine the Flood Control Strategy of Merauke City with the approach of existing drainageconditions, vulnerability testing and spatial planning policies of Merauke City. The background of the research departsfrom the increasing frequency of extreme rainfall and the threat of tidal flooding due to climate change and thecharacteristics of coastal geomorphology that trigger higher flood risks. This research uses descriptive and quantitativeapproaches. Data sources were obtained from primary data which were the results of interviews and fieldobservations while secondary data were obtained from relevant agencies. The results showed that the flood drainagechannel was not optimal, the vulnerability indicator of Merauke city was 2.2 on a scale of 4 with a moderate category,and the impact of changes in the RDTR of Merauke city in 2023. The height of flood water in Merauke city is still low(average 0.5 - 1m) but the flood area is increasing, especially in areas with high population density and low areas dueto land changes and residential development in infiltration / low areas. Flooding in the city of Merauke is due to highrainfall and overflow of water from the drainage as a result of siltation in the drainage and damage to severalfloodgates. The strategy to control flooding in Merauke city is by optimizing flood drainage channels and buildingretention ponds, especially in coastal, densely populated and low-lying areas, as well as by spatial planning for theprotection of infiltration zones and water boundaries in changing land functions and increasing public awareness inmaintaining the cleanliness of drainage channels
Co-Authors Ade Irma Surnyany agus saling Alex Sander Alfian Adie Chandra Alfrida Milka Yaru Amaliah Azis Anastasya Coria Ayomi Antonius Suranta Peranginangin Bab, Edison Bae, Irfan Bahtiar Bahtiar Bahtiar Bahtiar Bernathius Julison Dabamona, Junaidi Irianto Davy Ivan Robert Jansen Diane Merani, Marice Duha Awaluddin Kurniatullah Duha Awaludin Dwi Cahya Kurniawan Firman Setiawan Gedy, Peter Richardo Gultom, Junpieter Gunawan Purba, Hisar Ira Widyastuti Ivan Medwin Juned Habel Karnitullah, Duha Awaludin Kende Suma, Ratte Korwa, Frans Denny Labok, Anna M Lani, Yompi Laorens Miehell Ngutra Letsoin, Stella Lumban Gaol, Martua Jaya Gregorius Lyresica Nurmalasari Sirait Maay, Gedrida Yacoba Manalu, Janviter Maria Joy Waroi Markus Sawaki Purba, Gema Rante , Harmonis Rante, Harmonis Raymond Feril Hattu Raymond Maurits Risky Novan Ngutra Ronaldo Ruwayari, Daniel Rumagit, Mexan Andry Rusim, Dewi Ana Safanpo, Apolo sultan Suryastuti, Ika Sri Thobby Wakarmamu, Thobby Thobby Wakarwamu Tiurlina Siregar W, Thobby Wandan, Hendra Sakti Muslimin Ali Wayangkau, Helen Giandita Winarno Winarno Yenni Pigome Yunita Palik