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Firnimus Konstantinus Bhara
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Program Studi Teknik Sipil dan Program Studi Teknik Arsitektur Fakultas Teknik Universitas Nusa Nipa Jl. Kesehatan No. 3 Maumere, Flores – NTT Tlpn. (0382) 22388Program Studi Teknik Sipil dan Program Studi Teknik Arsitektur Fakultas Teknik Universitas Nusa Nipa Jl. Kesehatan No. 3 Maumere, Flores – NTT Tlpn. (0382) 22388
Location
Kab. sikka,
Nusa tenggara timur
INDONESIA
Jurnal Siartek
Published by Universitas Nusa Nipa
ISSN : 24428299     EISSN : -     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Mechanical Engineering Transportation
Jurnal Teknik Sipil dan Arsitektur adalah jurnal ilmu dan penerapan bidang Teknik Sipil dan Teknik Arsitektur yang terbit dua kali dalam setahun, pada bulan April dan Oktober sejak tahun 2015. Artikel dapat berupa produk penelitian, pemikiran ilmiah atau studi kasus, dalam teknik sipil dan arsitektur yang belum pernah dipublikasikan di jurnal ilmiah atau media lain. SIARTEK mengundang peneliti dan praktisi di bidang teknik sipil dan arsitektur untuak mempublikasikan karyanya dalam bahasa Indonesia maupun bahasa Inggris ke jurnal SIARTEK.
Arjuna Subject : Teknik (semua kategori) - Teknik (Lain-Lain)
Articles 108 Documents
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ANALISIS DAMPAK LALU LINTAS AKIBAT KEBERADAAN PUSAT PERBELANJAAN ROXY TERHADAP KINERJA RUAS JALAN RAJA DON THOMAS MAUMERE Wilibrodus Hadiwikarta; Yono Putra
SIARTEK - Jurnal Teknik Sipil dan Arsitektur Vol 9 No 1 (2023): SIARTEK - Jurnal Teknik Sipil dan Arsitektur 
Publisher : Program Studi Teknik Sipil

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Abstract

This research focuses on knowing traffic performance on Raja Don Thomas street as well traffic generation and attraction caused by existence of the Roxy maumere shopping centre on the performance of Raja Don Thomas road. the method used this research was qualitative methods using research techniques in the form observation, experimentation,and open interviews. Data presented in the form of numbers/scale, and in the form of opinions or the results of field record. In conducting data analyisis, the writer used a method namely the multiple linear regression equation method. The equation formula as Y= a-b1X1+B2X2 then, the result multiple regression quation double was Y=10,196- 18,92X1+135,9X2. The results obtained based on data analysis was the Fcount value was 0,008 <Ftable 199 with a sicnificant value of 0,008 <0,05, then how was accepted. Thus, the decision was accepted, and the hypothesis that could be drawn was there was no sicnificant effect between the number of goods (X1) and number of empeloyes (X2) on incoming and outgoing vehicels (Y). Based on the previous data analysis results, the conclision was the analysis performance of the Raja Don Thomas road section was 0,32 with a stable follow B level of service, but the operating speed was beginning to be limited by traffic conditions. The number of vhichels leaving and entering the Roxy Maumere supermarket was unaffected by the number of goods or empeloyes.
STUDI EKSPERIMEN KARAKTERISTIK DINAMIK BETON DENGANAGREGAT KASAR BATU APUNG Petrus Berno Lando; Harry Janto Jepira; Firnimus Konstantinus Bhara
SIARTEK - Jurnal Teknik Sipil dan Arsitektur Vol 9 No 1 (2023): SIARTEK - Jurnal Teknik Sipil dan Arsitektur 
Publisher : Program Studi Teknik Sipil

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Abstract

This experimental study of the dynamic characteristics of concrete with coarse aggregate of pumice is an attempt to determine the dynamic characteristics of lightweight concrete with coarse aggregate of pumice compared to conventional concrete using vibration analysis under conditions of several ages of concrete. The dynamic characteristics themselves include mass (m), damping (c), and stiffness (c) experimentally. Vibration tests are carried out by providing an impulse load in the form of a punch or impact force, the vibration response of the test object is measured using the Myfrequency application installed on an Android cellphone. In the end, on the twenty-eighth day the experimental results showed the average values as follows: for the weight of pumice stone 17,536 kg and conventional concrete 26,857 kg, for the mass of pumice stone 1.7 kgs2/m and conventional concrete 2.7 kgs2/m, for attenuation of pumice stone 6.67% and conventional concrete 6.1%, for the natural frequency value of pumice 16.56 Hz and conventional concrete 11.39 Hz and for the stiffness of pumice 512.6 N/mm and conventional concrete 369.7 N/mm.
ANALISIS DAMPAK LALU LINTAS (ANDALALIN) DI KAWASAN SMA KATOLIK ST. GABRIEL DAN SMK ST. GABRIEL MAUMERE (STUDI KASUS : JLN. SOEKARNO-HATTA KAB. SIKKA Patrisius Wege
SIARTEK - Jurnal Teknik Sipil dan Arsitektur Vol 9 No 1 (2023): SIARTEK - Jurnal Teknik Sipil dan Arsitektur 
Publisher : Program Studi Teknik Sipil

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Abstract

This research focuses on knowing the traffic performance on Soekarno-Hatta Road due to the activities at SMA Katolik St. Gabriel and SMK St. Gabriel and SMK St. Gabriel Maumere and also to find out the impact of traffic from existing activities at SMA Katolik St. Gabriel and SMK St. Gabriel. In this research, the researcher used the Indonesian Highway Guidance (2014). The date needed in this research consisted of primary and secobdary data. In collecting the data, the researcher conducted a traffic survey on Soekrano-Hatta Road. For traffic impacts, the Soekarno-Hatta Road had Road service level D, showing a stable flow, speed can still be controlled, V/C was still tolerable, for the hypothesis , there was a significant impact between the number of teachers and the number of students on entry and exit of vehicles.
ANALISA PERHITUNGAN RENCANA ANGGARAN BIAYA STRUKTUR DAN PENJADWALAN GEDUNG RUKO 2 LANTAIDENGAN MENGGUNAKAN STANDAR HARGA SATUAN BANGUNAN PERDA KABUPATEN SIKKA TAHUN 2020 Sebastianus Hendra Vias Iry; Oktavianus Jori; Dedi Imanuel Pau
SIARTEK - Jurnal Teknik Sipil dan Arsitektur Vol 9 No 2 (2023): SIARTEK - Jurnal Teknik Sipil dan Arsitektur
Publisher : Program Studi Teknik Sipil

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Abstract

Abstract: A shophouse or shophouse is a building that generally has two or more stories, where the bottom floor is usually used for business premises, and the subsequent floors are used as residences. In constructing this shophouse building, there are many factors needed for the smooth construction of the building. One of the factors in question is the availability of funds or budget. The cost budget is a calculation of the amount of costs required.In calculating the planned cost budget (RAB), the 2020 Sikka Regency Regional Government building unit price standard and the 2017 SNI Work Unit Price Analysis are used. – 2018. In preparing the scheduling, the PDM method was used with the help of Microsoft Excel. From the results of the calculation of the budget planning for the existing structure costs, a 2-story shophouse using the standard Sikka district unit price is IDR 4,866,105,714.14 and the time required to complete the structural work (columns, beams and floor plates) has been planned for a duration of 51 day.
PENGARUH SUHU TUMBUKAN PADA CAMPURAN ASPAL BETON DENGAN LAPIS AC WC GRADASI HALUS Inosensius Gate ipir; Yono Putra; Dedi Imanuel Pau
SIARTEK - Jurnal Teknik Sipil dan Arsitektur Vol 9 No 2 (2023): SIARTEK - Jurnal Teknik Sipil dan Arsitektur
Publisher : Program Studi Teknik Sipil

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Abstract

Pada pelaksanaan perkerasan jalan, suhu pemadatan campuran aspal sangat berpengaruh terhadap karakteristik lapisan aspal yang direncanakan. Campuran aspal panas untuk perkerasan lentur di dalam pembuatan benda uji penelitian di rancang dengan menggunakan metode Marshall. Penelitian ini dilakukan untuk mengetahui pengaruh suhu pada proses pemadatan aspal panas (asphalt hotmix) AC WC gradasi halus terhadap parameter Marshall dengan acuan Spesifikasi Bina Marga 2010. Pengambilan data Marshall dilakukan sebanyak dua sampel per variasi suhu tmbukan, suhu tumbukan yang di tinjau yaitu 120 oC, 125 oC, 130 oC, 135 oC, 140 oC, 145 oC, 150 oC, dan 155 oC dengan menggunakan kadar aspal 6%. Hasil dari penelitian ini menunjukan bahwa pada suhu 120 oC sampai suhu 140 oC, memenuhi spesifikasi Bina Marga 2010, sedangkan pada suhu 145 oC sampai suhu 155 oC tidak memenuhi spesifikasi Bina Marga 2010, hal ini terjadi karena semakin bertambahnya suhu tumbukan maka ikatan antara aspal dengan agregat tidak maksimal sehingga nilai VMA, VIM, VFA, Fllow dan MQ akan semakin meningkat.
UPAYA PENINGKATAN KESELAMATAN LALU LINTAS PADA DAERAH RAWAN KECELAKAAN DITINJAU DARI SEGI PERLENGKAPAN JALAN DAN PERSEPSI PENGGUNA JALAN (JALAN AHMAD YANI MAUMERE KABUPATEN SIKKA) Kristina D Anggreni; Yono Putra; Alfrendo Satriawan Kabupung
SIARTEK - Jurnal Teknik Sipil dan Arsitektur Vol 9 No 2 (2023): SIARTEK - Jurnal Teknik Sipil dan Arsitektur
Publisher : Program Studi Teknik Sipil

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Abstract

The number of accidents that occurred on Jalan Ahmad Yani Maumere, Sikka Regency during the last 4 (four) years has often decreased and increased, causing the number of fatalities to increase every year. The condition of traffic flow and speed on the Ahmad Yani road section is quite high due to its function as a secondary collector road and the land use around the road section includes offices, schools, shopping centers causing frequent conflicts and traffic problems, especially in the field of road safety. This research aims to to improve safety in road traffic as well as road users' perceptions of improving road safety. The research was carried out by observing and inventorying the condition of equipment facilities along Jalan Ahmad Yani and the perceptions of road users who filled out questionnaires totaling 30 respondents in order to obtain treatment suggestions based on the results of the analysis. The results of the research show that the high number of accidents on the Ahmad Yani road is largely caused by a lack of awareness of road users and suboptimal road facilities and infrastructure. Therefore, it is necessary to evaluate road safety by conducting routine and periodic inspections.
ANALISA BIAYA OPERASIONAL KENDARAAN (BOK) ANGKUTAN PEDESAAN JURUSAN TERMINAL LOKARIA-KLOANGPOPOT KABUPATEN SIKKA Cristian Abimayus Loreng; Yono Putra; Dedi Imanuel Pau
SIARTEK - Jurnal Teknik Sipil dan Arsitektur Vol 9 No 2 (2023): SIARTEK - Jurnal Teknik Sipil dan Arsitektur
Publisher : Program Studi Teknik Sipil

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Abstract

Public transportation that plays an important role in supporting the mobility of rural residents is rural public transportation. The function of rural public transportation is to serve rural communities in the fields of education, economy and trade. The ideal village transportation tariff cost factor is the cost that is most affordable for use and can still provide large profits for the operator as a service provider and can maintain the continuity of the village transportation business. The aim of the research is to find out how much the vehicle operating costs (BOK) for village public transport on the Kloangpopot-Terminal Lokaria route, find out how much the tariff is based on the vehicle operating costs (BOK) on the Kloangpopot-Terminal Lokaria route and find out the suitability between the rates in the field and the rates based on operational costs. Vehicles and rates set by the government. To determine the Vehicle Operational Costs (BOK) for village transportation on the Kloangppopot-Lokaria Terminal route, using the method from the decree of the Directorate General of Land Transportation of the Republic of Indonesia whose components include direct costs and indirect costs. The results of this research are that the tariff based on BOK (vehicle operating costs) per year is IDR 4,057,063 /passenger/year, the BOK (vehicle operating costs) tariff per day is IDR 15,500 /passenger, and the tariff for students is IDR 10,500/ passenger. Meanwhile, the rates are according to Sikka Regent's Decree Number 1 of 2022 concerning temporary rates for public passenger transportation within the Sikka Regency area. For the Lokaria-Kloangpopot Terminal route, it is set at IDR 13,000,000 / passenger for the public and students at IDR 7,800
ANALISIS HUBUNGAN PARAMETER LALU LINTAS MENGGUNAKAN MODEL GREENSHIELD DAN MODEL UNDERWOOD (Studi Kasus : Ruas Jalan Gajah Mada, Maumere) Febbiana Donnathia Demon; Anastasia M. Noralita Soludale; Yono Putra
SIARTEK - Jurnal Teknik Sipil dan Arsitektur Vol 9 No 2 (2023): SIARTEK - Jurnal Teknik Sipil dan Arsitektur
Publisher : Program Studi Teknik Sipil

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Abstract

In terms of traffic characteristics and level of service, volume (Q), speed (Vs) and density (D) are interconnected. Jalan Gajah Mada in the city of Maumere is included in the collector road class with a road length of 450m, a road width of 11m which is divided into 2/2 TT. To overcome traffic problems due to the presence of several shopping centers which reduce road performance, knowledge is needed about traffic characteristics and models of the relationship between these characteristics. This research aims to analyze the relationship between traffic parameters that occur. Survey data includes volume (Q) and velocity (Vs) using the manual count method, while model analysis uses Greenshield and Underwood. Volume (Q), speed (Vs) and density (D) of traffic were analyzed based on the 2023 Indonesian Road Capacity Guidelines (PKJI 2023) for Urban Roads. The analysis results show that the highest volume (Q) is 917.70 pcu/hour, the highest speed (Vs) is 41.13 km/hour, and the highest density (D) is 46.29 pcu/hour. From the results of the analysis using the Greenshield and Underwood models, it can be seen that the traffic characteristics that are in accordance with the existing conditions that occur on Jalan Gajah Mada are the Greenshield model with a value of r² = 0.616, with the model equation Vs = 36.091 – (36.091/77.766). D.
ANALISIS KEBUTUHAN TERMINAL PENUMPANG PELABUHAN PENYEBERANGAN KEWAPANTE Silvano Karlitos Meko; Dedi Imanuel Pau; Alfrendo Satriawan Kabupung
SIARTEK - Jurnal Teknik Sipil dan Arsitektur Vol 10 No 1 (2024): SIARTEK - Jurnal Teknik Sipil dan Arsitektur
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Abstract

The Kewapante Ferry Port, located in Maumere City, Sikka Regency, is a seaport that plays an important role in inter-regional sea transportation traffic in Sikka Regency. Starting from the need for sufficient and sufficient port facilities, this research was conducted to study or analyze the capacity of the Kewapante Ferry Port Passenger Terminal. This research was carried out by collecting and analyzing data from the relevant agencies for the last 5 years (2016 to 2020), as well as data on the area and layout of the research location. This research uses a simple linear regression method to predict or forecast passenger flows based on 2016-2020 data, and then analyze the need for facilities or space at port terminals for the next few years. Based on the results of the passenger terminal demand analysis, it can be predicted that the overall demand in 2021 will be 842 m2, in 2022 it will be 772 m2, in 2023 it will be 703 m2, in 2024 it will be 631 m2 and in 2025 it will be 561 m2. From the results of this analysis, it is possible to develop facilities at port terminals that are still inadequate or do not meet existing needs.
INDEKS KUALITAS INFRASTRUKTUR JARINGAN IRIGASI DI KABUPATEN SIKKA Yono Putra; Dedi Imanuel Pau; Maria Kurniaty Lete
SIARTEK - Jurnal Teknik Sipil dan Arsitektur Vol 10 No 1 (2024): SIARTEK - Jurnal Teknik Sipil dan Arsitektur
Publisher : Program Studi Teknik Sipil

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Abstract

Based on Minister of Public Works Regulation Number 14/PRT/M/2015 dated April 21, 2015, Sikka Regency has 35 irrigation areas under the authority of the Regency where the irrigation network channels water to an area of 3,106 hectares of rice fields; In 2024, the Sikka Regency Government will handle 3 irrigation networks, 2 of which are the Koro irrigation network and the Kojablo Irrigation Network. The quality of the infrastructure facilities handled by the Government needs to be analyzed and maintenance and repairs need to be carried out if they are damaged so that the irrigation network infrastructure facilities can function optimally in channeling flow to the rice fields. This research is urgent to provide information to readers regarding the quality index of irrigation network infrastructure in the 2 longest irrigation networks in Sikka Regency, namely the Koro irrigation network and the Kojablo irrigation network. The research method used is a case study/field study method, then the data is processed and analyzed using Microsoft Office Excel version 19 and conclusions are drawn. The research results show that the infrastructure quality index for the Koro irrigation network is 31%, and the Kojablo irrigation network is 86%. The percentage index for the condition of the irrigation network from both locations is 58,50%, based on Ministerial Regulation Number 12/PRT/M/2015, the percentage value for the condition of the irrigation network is in the moderately damaged category.

Page 9 of 11 | Total Record : 108

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