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Contact Name
sufrianto
Contact Email
fakultasteknikunsultra@gmail.com
Phone
+6285215115753
Journal Mail Official
fakultasteknikunsultra@gmail.com
Editorial Address
Jl. Piere Tendean No. 119A Baruga, Kota Kendari
Location
Kota kendari,
Sulawesi tenggara
INDONESIA
Sultra Civil Engineering Journal (SCiEJ)
ISSN : -     EISSN : 27161714     DOI : https://doi.org/10.54297/sciej.v2i2
Core Subject : Engineering,
SCiEJ is a means of publication for academics, researchers, practitioners, and or other individuals/groups (general) in the field of Civil Engineering. In general, SCiEJ has a scope of study in the field of: Construction Material Building Structural Engineering Harbor & Coastal Engineering Bridge Engineering Water Resources Engineering Construction/Project Management Highway Engineering Transportation System and Management Environmental Transportation Regional Development Geotechnical
Articles 99 Documents
Studi Kelayakan Pembangunan Hotel Sutan Raja Di Kota Kendari Syamsuddin, Syamsuddin; Sunaryo, Sunaryo; Rachmat, La Ode Musa; Sufrianto, Sufrianto
Sultra Civil Engineering Journal (SCiEJ) Vol 1 No 2 (2020): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1108.329 KB) | DOI: 10.54297/sciej.v1i2.147

Abstract

Hotels are one of the accommodation business entities that use part or all of their parts as lodging services, food and beverage service providers, and various other services for the general public which are managed by commercial means. Sutan Raja Hotel is one type of star hotel that will be built in Kendari city and it is hoped that this hotel can help improve the welfare of the people of Kendari City. Building a star hotel in a developing city like Kendari is not an easy matter, because in the construction of a hotel, it must also pay attention to the feasibility of building the hotel, both from the market, financial and technical aspects. The purpose of this research was to analyze the feasibility of developing Sutan Raja Hotel in Kendari City based on market, technical, and financial aspects. And to find out information and input to the owner whether the construction of Sutan Raja Hotel in Kendari City is feasible to be implemented in terms of market, technical, and financial aspects. The results of the technical aspects show that the construction of Sutan Raja Hotel in Kendari City is feasible, because it has a strategic location to carry out a business investment project for a hotel, with the distance around relatively close to the tourist attractions and other entertainment places. From the market aspect to get hotel rooms rented at star hotels in Kendari City, it is found that the number of hotel rooms to be rented at Sutan Raja Hotel Kendari City is 12,370 units per year and will increase by 200-300 units annually for 25 years of operation . The feasibility assessment of the project proposal was carried out an analysis, namely NPV was generated Rp. 320,941,000,000.00 (positive NPV) as desired, BCR obtained 2.55 greater than 1, IRR obtained 26.512% greater than the 12% commercial interest rate
Analisa Angkutan Sedimen Pada Hulu Bendung Aepodu Kabupaten Konawe Selatan Putra, Ramadhan Hidayat; Syukri, Amad Syarif; Sudarjat, Catrin; Ilham, Vickky Anggara
Sultra Civil Engineering Journal (SCiEJ) Vol 2 No 1 (2021): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (915.427 KB) | DOI: 10.54297/sciej.v2i1.161

Abstract

Research on Aepodu Weir Sediment Transport Analysis in South Konawe District, based on observations in the field, Aepodu Weir has a sediment buildup that has now exceeded the height of the weir light house. The purpose of the study was to analyze the magnitude of Aepodu river flow and to analyze the amount of sediment transport that occurred in the Aepodu dam. The method used to determine the amount of bed load transport uses stchoklitscht, while for transporting suspended load using forcheimer. The results of the analysis of the average flow of the Aepodu river were 3,604 m3 / second. Sediment transport that occurs in Aepodu weir is Bedload transport (Qb) of 291625.771 tons / year, and suspended load transport (Qs) of 16972,423 tons / year, so that the total sediment transport (QT) is 308598,194 tons / year.
Evaluasi Kinerja Layanan dan Tingkat Kepuasan Pelanggan Angkutan Penyeberangan Amolengo-Pure Provinsi Sulawesi Tenggara Rasyid, La Ode Ahmad; Lakawa, Irwan; Rahmat, La Ode Musa
Sultra Civil Engineering Journal (SCiEJ) Vol 2 No 1 (2021): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (942.669 KB) | DOI: 10.54297/sciej.v2i1.162

Abstract

Indonesia is a large country that is widespread with it’s islands and is a country traversed by the Equator, so sea transportation has an important role to play in connecting one area to another, considering that Indonesia has a very wide ocean. One of the means of sea transportation that is widely used by the community is the ferry. Ferry is a type of sea transportation that can be used as passenger and goods transportation using certain routes or routes. With the existence of the Ferry port, it can increase the acceleration of development in the area, especially Amolengo Village, Konawe Selatan Regency. The Amolengo ferry port is a port that serves the crossing of passengers and goods that connects the South Konawe mainland and its surroundings with Buton Island, where the destination port is Pure port. The quality of good service provided is one of the determining factors for the success of the company. The research method is arranged by interviewing respondents by answering the questions on the questionnaire. The analysis was performed using Importance Performance Analysis (IPA) and the Customer Satisfaction Index (CSI). The results of this study indicate that the consumer satisfaction index on the performance of the Amolengo - Pure Ferry Port, Southeast Sulawesi Province is 84.6% and is in the range 0.81 - 1.00 indicating that consumers are very satisfied with the service quality of the Amolengo - Pure Ferry Port, Southeast Sulawesi Province.
Pengaruh Kerusakan Jalan Terhadap Nilai Ekonomi Penanganan Konstruksi Jalan Mangidi, Suhardin; Sunaryo, Sunaryo; Sulaiman, Sulaiman; Sufrianto, Sufrianto
Sultra Civil Engineering Journal (SCiEJ) Vol 2 No 1 (2021): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1207.402 KB) | DOI: 10.54297/sciej.v2i1.164

Abstract

This study aims to analyze the value of the Pavement Condition Index (PCI), analyze the amount of the budget needed to deal with road damage, and analyze the value of the influence between the value of the PCI and the budget for road repair on the Gunung Jaya - Poli- Polia road section. The results of this study indicate that the pavement condition index (PCI) of Gunung Jaya - Poli-Polia Road is 52.5 in the medium category. The total budget required to deal with the damage to the Gunung Jaya - Polia-Polia road is Rp. 12,085,500,000.00. PCI value affects the budget plan of 21.5%.
Penggunaan Limbah Nikel Sebagai Material Subtitusi Agregat Kasar Pada Beton K.250 Muhsar, Muhammad; Kadir, Abdul; Sulaiman, Sulaiman
Sultra Civil Engineering Journal (SCiEJ) Vol 2 No 1 (2021): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (800.682 KB) | DOI: 10.54297/sciej.v2i1.165

Abstract

The purpose of this study was to Analyze the characteristics of the aggregates used in concrete mixtures and analyze how much increase in compressive strength of concrete with a variation of nickel slag substitution 0%, 5%, 15%, 25% compared with normal concrete. The characteristics of the material examined are water content, sludge content, specific gravity and absorption, volume weight, abrasion with los angeles machines, and filter analysis. While the large increase in compressive strength of concrete can be tested at the age of 7 days, 14 days, 28 days and 35 days. From the results of the analysis of the characteristics of nickel slag waste in concrete mixes meet the test standards in concrete mixtures, with a moisture content of 0.86%, sludge content of 0.44%, specific gravity of 2.94 gr / cm3, volume weight of 1.76 gr / cm3, abrasion 36.07%. And a large increase in compressive strength of concrete with a variation of nickel slag substitution of 0%, 5%, 15%, 25% compared to normal concrete is increasing. The highest percentage increase in concrete compressive strength is found in concrete compressive strength between a variation of 15% with a variation of 25% at 14 days concrete age, with a percentage increase in value of 13.13%.
Analisis Produktivitas Tukang Batu Bata Pada Proyek Pembangunan Asrama Puteri Mandala Wangi 2 di Kota Kendari Mustahyun, Al; Sunaryo, Sunaryo; Rahmat, La Ode Musa; Sufrianto, Sufrianto
Sultra Civil Engineering Journal (SCiEJ) Vol 2 No 1 (2021): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (846.126 KB) | DOI: 10.54297/sciej.v2i1.166

Abstract

Productivity is one of the fundamental factors that influences the ability of performance in the construction industry. Increased productivity will reduce work time, and will reduce costs, especially labor costs so that the minimum labor cost is obtained (labor costs) to get competitive prices both for auction and implementation. The purpose of this study is to analyze the labor productivity time in completing 1 m2 of masonry bricks and to analyze the productivity value of brick masons in completing work activities in the construction project of the Mandala Wangi 2 female dormitory. The results showed that the time required to complete 1 m2 of brick laying work was 41.13 minutes on average. The productivity of the artisans working on the 1st floor is an average of 1.45 m2/hr. Meanwhile, the productivity of craftsmen working on the 2nd floor is an average of 1.47 m2/hr.
Pengaruh Cangkang Kerang Laut Terhadap Kuat Tekan Beton Rahmawati, Neti; Lakawa, Irwan; Sulaiman, Sulaiman
Sultra Civil Engineering Journal (SCiEJ) Vol 2 No 1 (2021): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1029.05 KB) | DOI: 10.54297/sciej.v2i1.167

Abstract

Concrete is one of the most widely used building materials today in terms of physical construction. Concrete is made from a mixture of fine, coarse aggregate, cement, and water with a certain ratio, as well as materials that are usually added to the concrete mixture during or during mixing, to changing the properties of concrete to make it more suitable in certain jobs and more economical, can also be added with certain other mixed materials as needed if deemed necessary. Seashells can be used to mix concrete. This study aims to determine whether the addition of shells aggregate shells in a concrete mixture can affect the mechanical properties of concrete. The specimens used are in the form of cubes with a size of 15cm x 15 cm x 15 cm, consisting of additional concrete coarse and fine aggregate with shell substitution percentage of 0%, 15%, 20% with a total sample of 45, with the planned concrete quality of K225. The use of sea shells in increasing the compressive strength of concrete is better used as fine aggregate than coarse aggregate. The use of sea shells as a substitute for fine aggregates achieves maximum results at 20% composition.
Model Hubungan Karakteristik Arus Lalu Lintas Pada Ruas Jalan Abdullah Silondae Kota Kendari Florentinus, La Derita; Lakawa, Irwan; Sulaiman, Sulaiman
Sultra Civil Engineering Journal (SCiEJ) Vol 2 No 2 (2021): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1303.726 KB) | DOI: 10.54297/sciej.v2i2.191

Abstract

Abdullah Silondae Road is a type of 4 lane 2 undivided road (4/2 UD) which is a pathway to urban activities, education, trade and. The research objective is to model the relationship of traffic characteristic parameters on the Abdullah Silondae Road section based on traffic studies, including studio volumes and vehicle speeds which are classified into three groups namely motorcycles (MC), light vehicles (LV) and heavy vehicles (HV). The variables used are traffic characteristics, namely volume, speed, and density. To determine the formulation of the characteristics relationship, three models are used, among others Greensield, Greenberg, and Underwood.From the results of the study concluded that the Greenshield model is the best model with the value of R ² = 0.99 with a mathematical equation the relationship of speed-density, volume-density, and volume-speed as follows: S = 41,3 -0,15.D, V = 41,3.D-0,15.D², V = 273 . S – 6,6.S².
Kajian Transportasi Laut pada Era New Normal Di Kabupaten Bombana Ruhimat, Iman; Lakawa, Irwan; Sufrianto, Sufrianto
Sultra Civil Engineering Journal (SCiEJ) Vol 2 No 2 (2021): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1076.061 KB) | DOI: 10.54297/sciej.v2i2.192

Abstract

This study aims to investigate sea transportation in the new normal era in Bombana Regency, especially at Kasipute Port. This study includes the number of ships operated, the number of passengers departed and arrived at Kasipute Port, and analyzing the service performance of the Kasipute Port before and during the new normal era. The research method was carried out by collecting secondary data as data recapitulation of ships operated and the volume of passengers departed and arrived at the Kasipute Port at the Office of the Bombana Regency Harbormaster then primary data was get by interviewed passengers (respondents) and filling out questionnaires. It carried service quality analysis using Importance Performance Analysis (IPA). The results showed that during the new normal era, the number of ships operated experienced the highest decline reaching 58% in May 2020. Meanwhile, the largest percentage decrease of passengers during the new normal era was 85% for departed passengers and 77% for passengers arrived at Kasipute port in May 2020. The decline in the number of ships and passengers that occurred during the new normal era was partly due to the PSBB imposed by the Bombana Regency Government since April 2020, so it limited the movement of people using the marine transportation mode. Based on the results of the service quality analysis, the priority factors in improving service performance before the new normal era at Kasipute Port are the comfort of the ship (E1), cleanliness of the ship (C2), and the time of departure of the ship (D1), while the priority factors in improving service performance during the new normal era is the provision of masks by the port (E3), ship cleanliness (C2), ship departure time (D1) and ship comfort (E1).
Korelasi Nilai CBR Dengan kepadatan Lapangan Subbase Course Hayadi, Hayadi; Lakawa, Irwan; Sulaiman, Sulaiman
Sultra Civil Engineering Journal (SCiEJ) Vol 2 No 2 (2021): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1001.58 KB) | DOI: 10.54297/sciej.v2i2.193

Abstract

The durability of the road flexural pavement structure is largely determined by the performance of each layer. One of these factors is the strength and resilience of the subbase. Compaction in accordance with applicable standards will produce roads with good quality so that the road life is longer and there is less damage. The purpose of this study is to analyze the carrying capacity using CBR, the value of the field density with the sand cone test and the correlation of the CBR value and the Sand cone value of the B grade foundation layer on the Tugu Munajah network. The research method used is laboratory and field testing combined with a descriptive statistic approach. The results of the study indicate that the carrying capacity using the CBR amounted to 55.02% <60%, the density value field with sand cone test of 72.50% <90%. Correlation of CBR and Sand cone value at the base layer (sub base course) is very strong at 0.998.

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