Article Per Year (5 Year)
p-Index From 2020 - 2025
1.687
P-Index
This Author published in this journals
All Journal Jurnal Multidisiplin Madani (MUDIMA) Formosa Journal of Sustainable Research (FJSR) JURNAL UMBANUA Jurnal Pengabdian pada Masyarakat Indonesian Journal of Society Development (IJSD)
Don Kabo
Department Of Civil Engineering, Manado State Polytechnic
Humanities Automotive Engineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Materials Science & Nanotechnology Mechanical Engineering Social Sciences Transportation Other

Published : 11 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 11 Documents
Search

 1   2 
The Government's Priority Strategy on the Implementation of Sustainable Construction in the Likupang Special Economic Zone Daisy Pangemanan; Don Kabo; Teddy Takaendengan; Rilya Rumbayan
Formosa Journal of Sustainable Research Vol. 2 No. 9 (2023): September, 2023
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/fjsr.v2i9.5459

Abstract

The Indonesian government elaborates the concept of welfare by designing new areas that are created with the aim of accelerating and expanding economic development, to empower the potential of local wisdom by upholding the principles of sustainability, integration and competitiveness. The Likupang Special Economic Zone (SEZ) is one of the government's super priority projects and is the focus of supporting the development of the tourism sector in Indonesia, as stated in Government Regulation of the Republic of Indonesia Number 84 of 2019 concerning the Likupang Special Economic Zone. The government as a regulatory regulator forms a common understanding between the government and service providers, investors and the public. The purpose of this research is to formulate the government's priority strategy in implementing sustainable construction in the development of the Likupang SEZ. This research is a qualitative research using survey methods, interviews and Focus Group Discussion (FGD) using SWOT analysis and determining priority strategies using the McFarlan Grid method. This research produced ten government priority strategies which were determined based on the level of urgency of the strategy. This study concludes that 4 (four) strategies are strategic in nature, the top priority to be carried out immediately, 4 (four) strategies are key performance, that it is important to do but not urgent
Evaluation of Safer House Roof Frame Models Using Coconut Wood Material Don Kabo; Charles Sulangi
Formosa Journal of Sustainable Research Vol. 2 No. 11 (2023): November, 2023
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/fjsr.v2i11.6340

Abstract

The use of coconut wood is considered an environmentally friendly alternative because coconut wood comes from people's plantations without destroying forests. Another problem in the wooden house industry is knowing that the method of making roof frames is not yet a safe standard. The objectives of this research are: 1) Provide information about how to obtain conventional wood and coconut wood materials. 2) Explain how to select the quality and type of wood. 3) Explain that coconut wood can be used as a roof frame. 4) Explain the technical obstacles to roof trusses using coconut wood. 5) Explain the model for making a roof frame based on the basic requirements for a safer house. The method used in this research is descriptive qualitative through qualitative data analysis. The results of the roof frame model for the Woloan house do not meet the requirements for a house that is safer from earthquakes
Ductility of Precast Concrete Column Beams Using Dowels Herman Tumengkol; Carter Kandou; Don Kabo
Formosa Journal of Sustainable Research Vol. 2 No. 12 (2023): December, 2023
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/fjsr.v2i12.7338

Abstract

Precast concrete structures are considered as monolithic structures, flexural reinforcement and beam column joint shear can be planned based on design capacity. This research is an experimental study. The objective is to assess the ductility of precast concrete column beams utilizing dowels. The test specimens comprise three configurations: monolithic beam column (BN), 2 post precast beam column (BG 1), and 4 post precast beam column (BG 2), with respective displacement values of 37.4 mm, 42.7 mm, and 47 mm. This research was carried out in the stages of calculating displacement ductility using displacement parameters, and curvature ductility using parameters of cross-sectional curvature or curvature values and load values due to cyclic loads. The research results show that the displacement ductility values for test specimens BN, BG 1 and BG 2 are 2.34, 2.21 and 2.06 respectively. The curvature ductility value for test specimens BN, BG 1 and BG 2 is more than the value required in ASCE 41-17, namely 0.01 in the LS condition and in the CP condition it is 0.015. Additionally, these values surpass the stipulated requirements. This leads to the conclusion that beam column connections, whether monolithic or precast, exhibit exceptional performance in withstanding earthquake loads under both moderate seismic conditions (moderate earthquakes) and severe seismic conditions (strong earthquakes)
PENGECORAN BAHU JALAN UTAMA DEPAN KANTOR PUSAT POLITEKNIK NEGERI MANADO Kabo, Don Radius; Petrus, Francie; Tumengkol, Herman; Toad, Welem
JURNAL UMBANUA Vol 3 No 2 (2023): JURNAL UMBANUA POLITEKNIK NEGERI MANADO
Publisher : Pusat Penelitian dan Pengabdian Kepada Masyarakat Politeknik Negeri Manado

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Bahu jalan, sebuah elemen penting di sepanjang jalur lalu lintas, memiliki peran yang strategis dalam mendukung kelancaran dan kenyamanan berlalu lintas. Namun, keberlanjutan fungsionalitas bahu jalan ini menjadi krusial, terutama ketika kerusakan terjadi. Permasalahan yang terjadi pada bahu jalan depan kantor pusat Politeknik Negeri Manado yang secara spesifik dengan adanya peningkatan jalan maka terjadi beda tinggi antara badan jalan dengan bahu jalan dan kondisi eksisting Sebagian berbatuan serta daya dukung tanahnya tidak untuk kendaraan melakukan perhentian atau parkir. Kondisi ini diperparah dengan kapasitas parkir bagi mahasiswa, dosen dan tenaga kependidikan yang sudah tidak cukup. Solusi mengatasi permasalahan ini dengan melakukan pengecoran bahu jalan dengan mutu beton standar struktur yang sesuai berdasarkan SNI 6388 : 2015 Spesifikasi agregat untuk lapis pondasi, lapis pondasi bawah, dan bahu jalan dengan metode tahapan pelaksanaan sampai pemeliharaan lapisan perkerasan kaku pada bahu jalan yang sesuai dengan pedoman pelaksanaan pekerjaan jalan. Hasil yang didapatkan dari pekerjaan pengecoran atau pelaksanaan perkerasan kaku pada bahu jalan (rigid pavement) secara teknis tidak lagi terjadi beda tinggi dengan badan jalan yang berdampak pada keselamatan pengguna jalan yang ada, menambah kapasitas jalan sehingga memperkecil kemacetan dan buhu jalan tersebut dapat difungsikan sebagai tempat perhentian sementara ataupun parkir kendaraan
Bored Pile Foundation Analysis Using the Meyerhof Method Lonan, Pendekar Trio; Pinasang, Denny; Kabo, Don; Maluw, Fandel; Mantiri, Nixon; Tombokan, Franky; Mentang, Sudenroy
Jurnal Multidisiplin Madani Vol. 4 No. 7 (2024): July 2024
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/mudima.v4i7.10616

Abstract

The building structure can be said to be safe if supported by a strong foundation, so it is necessary to calculate the bearing capacity of the foundation using bored piles based on sondir data, calculate the load received by the pile cap, and calculate the amount of pile cap reinforcement. The method used is analytical and descriptive, while for the calculation of the foundation using the Meyerhoff method. The foundation analyzed is a bored pile foundation with a diameter of 0.4 m and a depth of 7 m. The results of the study, the type of native soil from Tomohon, North Sulawesi according to the USCS classification is soft clay with a bored pile bearing capacity of Qg = 177.45 tons. For the maximum axial force on the pile of 421.02 kN with a shear strength of 447.214 kN. The pile cap reinforcement obtained is reinforcement with a diameter of 19 mm with a distance between reinforcement of 200 mm and a used reinforcement area of ​​1134.11 mm2. The shrinkage reinforcement used is Ø12 with a distance between reinforcement of 160 mm. The substructure of a building should begin with a soil and location investigation to determine the characteristics of the soil on which a building will be built
Improvement of Workshop Entrance Infrastructure for the Mechanical Engineering Department Tumengkol, Herman; Kabo, Don
Indonesian Journal of Society Development Vol. 3 No. 3 (2024): June 2024
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/ijsd.v3i3.10067

Abstract

Improvement of Workshop Entrance Infrastructure for the Mechanical Engineering Department of Politeknik Negeri Manado  aim is to address the issue of open ground surfaces that serve as pedestrian pathways leading to the Mechanical Engineering practice rooms. During rainy conditions, these pathways become flooded and muddy. The chosen solution is the installation of paving blocks to elevate the pedestrian level. The implementation process includes location identification, design planning, procurement of materials and equipment, installation, monitoring, and evaluation. The expected outcome is a better and more sustainable pedestrian infrastructure, with a positive impact on the campus community through improved infrastructure as part of community service activities
Subgrade Soil Improvement Using Local Domato (Limestone) Material from North Sulawesi Hombokau, Chris; Pangemanan, Novriana; Mait, Rudolf; Kabo, Don
Jurnal Multidisiplin Madani Vol. 4 No. 6 (2024): June 2024
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/mudima.v4i6.10011

Abstract

Damaged and potholed roads are often caused by poor subgrade conditions. Clay subgrade cannot withstand the loads applied on it, leading to the deterioration of the pavement structure. Soil stabilization is one way to address poor subgrades. Stabilization can be done by compacting the soil or mixing it with other materials that can improve its properties. This research aims to determine the effect of mixing domato on the soil at the Final Waste Disposal Site (TPA) in Pandu Village, which is clayey, by looking at the increase in the CBR (California Bearing Ratio) value of the clay soil after stabilization with domato. This research was conducted in the soil testing laboratory of the Civil Engineering Department at Manado State Polytechnic using experimental methods by stabilizing the existing soil with the addition of sand with variations of 10%, 15%, and 20%, and testing based on ASTM (American Society For Testing and Materials) and AASHTO (American Association Of State Highway and Transportation Officials) standards. The soil samples for testing were taken from TPA Pandu, and domato was sourced from the Talaud Islands, North Sulawesi. After testing, the original soil CBR value was found to be 3.70% without being mixed with domato. Then, after stabilization using domato with a 10% mixture variation, the CBR value was 5.20%. With a 15% domato mixture variation, the CBR value was 11.80%, and finally, with a 20% variation, the CBR value was 15.50%. From the test results, it can be seen that domato significantly affects the increase in CBR value
Marshall Characteristics Test on Asphalt Concrete Mixtures – Wearing Course Using Modified Asbuton Toad, Wellem; Kabo, Don; Manginsihi, Barakati; Hosang, Merci
Jurnal Multidisiplin Madani Vol. 4 No. 6 (2024): June 2024
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/mudima.v4i6.10026

Abstract

Indonesia is a country rich in natural resources, one of which is natural asphalt found on Buton Island, Southeast Sulawesi, known as Buton asphalt (Asbuton). With the increasing development activities in Indonesia, the government is striving to reduce dependency on asphalt imports and optimize the utilization of Buton asphalt, particularly throughout Indonesia. Preblended Asbuton is a type of modified Buton asphalt that has begun to be widely used in various asphalt mixtures. This research aims to: (1) Obtain an optimal asphalt content (KAO) that is good and meets specifications; (2) Obtain Marshall characteristic values (Stability, Flow, VIM, VMA, VFB, density, and MQ) in the Asphalt Concrete - Wearing Course mixture using modified Buton asphalt (preblended) as a binder. Based on the research results, the Marshall characteristic values for the AC-WC Buton asphalt mixture are: VIM (Void in Mix) = 4.18%, VMA (Void Mineral Aggregate) = 16.80%, VFB (Void Filled With Bitumen) = 74%, density = 2.270 gr/cm³, Stability = 1400 kg, Flow = 3.350 mm, MQ (Marshall Quotient) = 410 kg/mm, KAO = 5.85%, and it meets the Asphalt Mixture Specifications with Buton Asphalt (Bina Marga Revision 1, 2018)
Production and Promotion of Cocomesh and Cocofiber at PUT Manado State Polytechnic Rudolf Estephanus Golioth Mait; Beldie Aryona Tombeg; Yollanda Lydia Lagarense; Don Radius Gerald Kabo
Jurnal Multidisiplin Madani Vol. 4 No. 9 (2024): September 2024
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/mudima.v4i9.11665

Abstract

This study aims to increase the production and promotion of Cocomesh and Cocofiber products through innovation at the Center for Technology Excellence (PUT) of the Manado State Polytechnic. The focus of the study is on strategies for developing more efficient production and more effective promotion, considering the challenges faced by the local coconut fiber industry in terms of production process efficiency and product promotion appeal. This study uses the SWOT analysis method to identify strengths, weaknesses, opportunities, and threats, and involves data collection through interviews, field observations, and distributing questionnaires to consumers and business partners.The results of the study indicate that the application of innovative technology can increase the efficiency of Cocomesh and Cocofiber production, although existing promotional strategies still need strengthening, especially in the use of digital media. Collaboration with local industries and empowerment of coconut farmers have a positive impact on the scarcity of raw materials and the economic growth of the surrounding community. This study also contributes to the development of a national innovation system through collaboration between educational institutions and industry. It is hoped that through more innovative strategies and stronger promotions, Cocomesh and Cocofiber products can compete nationally and internationally, while providing significant social, economic, and environmental benefits
Analysis of Parking Needs at Sakura Mart Amurang Sumajouw, Josep; Kabo, Don; Nicolaas, Seska
Formosa Journal of Sustainable Research Vol. 3 No. 4 (2024): April, 2024
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/fjsr.v3i4.8880

Abstract

Sakura Mart is the largest shopping center in Amurang City, North Sulawesi, Indonesia. At Sakura Mart Amurang the parking facilities cannot accommodate parking needs. This analytical research aims to calculate the parking space requirements that must be provided for visitors when in the Sakura Mart Amurang parking area. The steps taken include calculating parking volume, parking accumulation, parking duration, parking capacity, parking availability, parking index, parking turnover rate, analysis of parking space requirements, and vehicle waiting time. The total shortage of parking space for two-wheeled vehicles is 92 spaces, while for four-wheeled vehicles 23 spaces must be provided with a total area of 516 m². For the time being, to reduce existing parking capacity, a maximum vehicle waiting time of 11 minutes 30.6 seconds for two-wheeled vehicles and 19 minutes 0.015 seconds for four-wheeled vehicles is used. Waiting time limits in parking areas must be emphasized so that they can accommodate all vehicles that come to park their vehicles, then by providing rates and multiples of rates after the specified waiting time has passed, it can encourage vehicle owners not to linger in the parking lot. area. parking area. parking area. The arrangement of the parking area must be considered with a good and correct parking management system for the convenience of parking users at Sakura Mart Amurang
Co-Authors Charles Sulangi Daisy Debora Grace Pangemanan Franky R Tombokan Hendrie Palar Herman Tumengkol Herman Tumengkol Hombokau, Chris Hosang, Merci Kandou, Carter D. E. Lagarens, Yollanda Lydia Mait, Rudolf Maluw, Fandel Manginsihi, Barakati Nicolaas, Seska Nixon Mantiri Pangemanan, Novriana Petrus, Francie Pinasang, Denny Boy Rudolf Estephanus Golioth Mait Rumbayan, Rilya Sudenroy Mentang Sumajouw, Josep Takaendengan, Teddy Toad, Welem Tombeg, Beldie A. Trio Pendekar Lonan Wellem Toad, Wellem