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All Journal Rekayasa Sipil PengabdianMu: Jurnal Ilmiah Pengabdian kepada Masyarakat Sewagati ETERNITAS Journal of Local Architecture and Civil Engineering
Pedo, Krisantus Satrio Wibowo
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Evaluasi Kelayakan dan Faktor Penggunaan Jembatan Penyeberangan Orang (JPO) Mone, Stefanus Gabriel; Seran, Engelbertha Noviani Bria; Pedo, Krisantus Satrio Wibowo
Local Engineering Vol. 2 No. 1 (2024): June
Publisher : CV. Gio Architect

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59810/lejlace.v2i1.98

Abstract

The availability of pedestrian bridge facilities is very necessary for the safety of pedestrian crossings in minimizing the risk of accidents. One of the pedestrian bridge facilities in Kupang City is on Jl. Ahmad Yani District. Old town. The level of feasibility and use of this footbridge is considered inadequate so it is necessary to evaluate the feasibility and factors of use of this footbridge. The method used is the method for determining crossing facilities according to Bina Marga standards to determine the suitability of pedestrian bridge facilities and the AHP method for determining factors in the use of pedestrian bridge. The results of the pedestrian bridge’s feasibility analysis show that the facilities required according to the calculation results are a zebra crossing with school safety zone (ZoSS) equipment, whereas based on a geometric review of the pedestrian bridge the safety and comfort aspects do not meet the requirements. The results of the analysis of respondents' answers regarding factors in using pedestrian bridge showed that 89% of respondents used pedestrian bridge for trial and error reasons and 50% of respondents answered that they did not use pedestrian bridge s because of construction constraints. Using AHP analysis, the factor that most influences the use of footbridges is the comfort factor (distance from the center of activity) with a distribution weight of 50%, followed by the comfort factor (lighting) with a distribution weight of 32%, then the safety factor (roof availability) with a distribution weight of 12% and finally the safety factor (bridge construction) with a distribution weight of 6%.
Perencanaan Teknis Pembangunan Jalan di Dusun I, Desa Baumata Timur, Kecamatan Taebenu, Kabupaten Kupang, Provinsi Nusa Tenggara Timur Bela, Krisantos Ria; Pedo, Krisantus Satrio Wibowo; Bone, Richardus Korsini Eno; Mali, Adrianus Yuventus
Local Engineering Vol. 2 No. 2 (2024): December
Publisher : CV. Gio Architect

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59810/lejlace.v2i2.102

Abstract

The construction of road infrastructure in Dusun I, Baumata Timur Village, Taebenu Sub-district, Kupang Regency, is an urgent need to improve accessibility and the welfare of the local community. This activity is carried out by students and lecturers from the Faculty of Engineering, Widya Mandira Catholic University of Kupang through the Community Service Program (KKN). The technical planning process for the road construction includes field observations to evaluate the physical condition of the road, discussions with village authorities to identify needs and gain support, and the preparation of a construction proposal that includes a budget plan (RAB) and technical specifications. Observations revealed critical road conditions with significant damage hindering community mobility. The documents produced include survey documentation, planning drawings, and a budget plan with a total cost of THREE BILLION FOUR HUNDRED TEN MILLION FIVE HUNDRED TWENTY THOUSAND RUPIAH, encompassing general works, drainage, earthworks and geosynthetics, granular pavement, asphalt pavement, and structures. It is hoped that this road construction will facilitate the flow of goods and services and support local economic development, thereby improving the welfare of the community in Dusun I, Baumata Timur Village.
Sosialisasi Konservasi Sumber Daya Air dengan Metode Rain Water Harvesting di Desa Penfui Timur NTT Bees, Azarya; Usboko, Gregorius Paus; Pattiraja, Agustinus Haryanto; Pedo, Krisantus Satrio Wibowo; Seran, Sri Santi Leoporda Maria Fatima; Bela, Krisantos Ria
Sewagati Vol 8 No 5 (2024)
Publisher : Pusat Publikasi ITS

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/j26139960.v8i5.1864

Abstract

Sosialisasi terkait pemanenan air hujan merupakan langkah penting untuk mempromosikan konservasi sumber daya air. Metode ini melibatkan pengumpulan dan penyimpanan air hujan yang dapat digunakan untuk berbagai kebutuhan, seperti mencuci, menyiram tanaman, bahkan sebagai air minum dengan melewati proses penyaringan yang tepat. Masyarakat Desa Penfui Timur dipilih sebagai mitra karena melihat masyarakat yang sering mengalami kesulitan air bersih di saat musim kemarau sehingga harus membeli air dan memanfaatkan sumber air tanah. Sehingga melalui kegiatan ini masyarakat menjadi tahu keuntungan dalam menerapkan metode Rain Water Harvesting (RWH) diantaranya meningkatkan ketersediaan air, mengurangi banjir dan erosi, serta menjaga keberlangsungan lingkungan. Proses ini telah berhasil terlaksana dengan adanya pendidikan dan penyuluhan rutin kepada masyarakat, dukungan dari pemerintah, serta contoh langsung berupa pemasangan RWH pada tempat umum seperti sekolah dan kantor pemerintah untuk menunjukkan manfaat RWH secara langsung. Dengan sosialisasi yang efektif, masyarakat dapat memahami pentingnya pemanen air hujan sebagai solusi konservasi air yang berkelanjutan, meningkatkan penerimaan dan partisipasi dalam implementasinya.
PERANCANGAN PERKERASAN JALAN KOMPOSIT PADA RUAS JALAN KANITI DESA PENFUI TIMUR KABUPATEN KUPANG Lourdes, Atrianus; Pedo, Krisantus Satrio Wibowo; Bela, Krisantos Ria
Eternitas: Jurnal Teknik Sipil Vol 3 No 1 (2023): ETERNITAS JURNAL TEKNIK SIPIL UNWIRA
Publisher : Program Studi Teknik Sipil Universitas Katolik Widya Mandira

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30822/eternitas.v3i1.3177

Abstract

The condition of road infrastructure in East Penfui Village is inadequate on several road segments because road improvements are not commensurate with village growth. One of the village infrastructure improvement plans is improvements to the Kaniti Road section (Kaniti Bridge). Composite pavement planning on this section needs to be done as an alternative to selecting the right type of pavement. This research method uses a calculation method based on the rigid pavement layer thickness planning guidelines Pd-T-14-2003 and calculates flexible pavement layer thickness using component analysis methods. The design results are Jointed Reinforced Concrete Pavement with a design age of 20 years without concrete shoulders, a concrete slab thickness of 22 cm, a slab width of 5.5 m, a slab connection length of 5 m, shrinkage joints, and spokes and concrete transverse and longitudinal reinforcement. The plate thickness is 22 cm and meets the requirements of the fatigue and erosion analysis results. The results of designing the thickness of the composite pavement layer with a design life of 20 years consist of subgrade, sub-base in the form of aggregate A 10 cm thick, LMC (Lean Mix-Concrete) 15 cm thick, a surface layer in the form of a concrete slab 22 cm thick, and HRS (Hot Rolled Sheet) asphlalt is 5 cm thick..
REDESAIN TEBAL PERKERASAN JALAN LENTUR MENGGUNAKAN METODE MANUAL DESAIN PERKERASAN JALAN 2017 (Studi Kasus Jalan Gor Flobamora-Jalan Kejora, Kota Kupang) Daru, Fridolin Delawati; Pedo, Krisantus Satrio Wibowo; Manubulu, Christiani Chandra
Eternitas: Jurnal Teknik Sipil Vol 4 No 1 (2024): ETERNITAS: Jurnal Teknik Sipil, Vol 4, No 1 Oktober 2024
Publisher : Program Studi Teknik Sipil Universitas Katolik Widya Mandira

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30822/eternitas.v4i1.4227

Abstract

The Gor Flobamora-Kejora Road section is one of the alternative routes connecting Oebufu and Tofa District. Damage that occurs on this route is a major factor in disrupting accessibility, comfort and safety. Inconsistencies in planning with construction and use of pavement often cause damage, so an evaluation is needed in determining actions to improve the quality of road service life. This study aims to assess the condition of the road pavement and redesign the pavement. The road condition assessment method uses the 1990 Bina Marga method and the Surface Distress Index (SDI) method, while to redesign the pavement using the 2017 Road Pavement Design Manual Method. The results of the analysis show that the highest SDI value is 115 with minor damage conditions, it is recommended for road rehabilitation, while the Bina Marga method shows the highest Priority Sequence value is 6, with recommendations for periodic maintenance. The dominant type of damage is potholes, with a percentage of damage of 31.56%. The proposed pavement redesign uses flexible pavement with a layer thickness of 4 cm AC WC, 6 cm AC BC, 8 cm AC Base, and 15 cm Class A LPA
Pelatihan Pekerjaan Plafon Gybsum untuk Kelompok Tukang Lokal di Oetalu, Kabupaten Kupang: Gypsum Ceiling Work Training for Local Craftsmen in Oetalu, Kupang Regency Usboko, Gregorius Paus; Pedo, Krisantus Satrio Wibowo; Bees, Azarya; Bela, Krisantos Ria
PengabdianMu: Jurnal Ilmiah Pengabdian kepada Masyarakat Vol. 10 No. 9 (2025): PengabdianMu: Jurnal Ilmiah Pengabdian kepada Masyarakat
Publisher : Institute for Research and Community Services Universitas Muhammadiyah Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33084/pengabdianmu.v10i9.10050

Abstract

One type of ceiling often found in commercial buildings today is gypsum board. Slowly, the ceiling of the house made directly from wooden ribs and plywood began to decrease, and in general, local artisans in the Oetalu area, East Penfui, Kupang Regency, are not yet skilled in installing gypsum ceilings and do not even know how to do it. What often happens is that foreign artisans from Java or Sulawesi do gypsum ceiling work. This is a problems for empowering and developing local artisans' skills. In addition to the problems mentioned above, to become a professional artisan in construction, you must be certified by a certification body and the public works department. The qualifications of gypsum ceiling artisans are at class/level 3, and their classification is gypsum ceiling artisans with the number TA013. Ownership of a craftsman's competency certification is an obligation for construction workers as regulated in the Construction Services Law. After that, a training activity was carried out with lectures and practical training for three days, starting from purchasing materials, assembling steel frames, and installing gypsum boards, and ending with finishing. The results of this training activity are that the training participants, in this case, members of the local artisans group, are skilled in gypsum ceiling work and are ready to become gypsum ceiling workers, ready to take the craftsman certification test organized by the association or public works department. There was a significant increase in knowledge and skills among local artisans in gypsum ceiling installation work.
Management Strategies for On-street Parking Facility at Gen. Sudirman Street Kuanino Kupang Pedo, Krisantus Satrio Wibowo; Pattiraja , Agustinus Haryanto
Rekayasa Sipil Vol. 18 No. 2 (2024): Rekayasa Sipil Vol. 18 No. 2
Publisher : Department of Civil Engineering, Faculty of Engineering, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2024.018.02.1

Abstract

Poor performance of on-street parking facilities at Gen. Sudirman Kuanino Street, Kupang, can disrupt traffic flow and cause various problems. The research method is to evaluate the performance of on-street parking facilities and their impact on road performance, transportation costs, and the environment. The results show that the parking index exceeds the parking space capacity, with the highest values of 150% (left) and 138% (right). This is due to the parking volume of building material store operational vehicles (pick-ups and trucks). The resulting impact is a decrease in road performance with a degree of saturation (DS) at 1.22. Hence, it affects transportation costs and vehicle exhaust emissions exceeding regulatory limits. The recommended structuring strategy is the application of rules to control the volume, space, and time of parking by prohibiting parking from building material store operational vehicles, requiring minimum availability of off-street parking spaces by every store, applying a progressive parking fee system, and planting green plants. If the structuring strategy is implemented, the highest parking index results are 84% (left) and 96% (right), and the road performance results increase from the DS value of 1.22 to 0.71.
Co-Authors Bees, Azarya Bone, Richardus Korsini Eno Christiani Chandra Manubulu Daru, Fridolin Delawati Engelbertha Noviani Bria Seran, Engelbertha Noviani Bria Krisantos Ria Bela Lourdes, Atrianus Mali, Adrianus Yuventus Mone, Stefanus Gabriel Pattiraja , Agustinus Haryanto Pattiraja, Agustinus Haryanto Seran, Sri Santi Leoporda Maria Fatima Usboko, Gregorius Paus