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Program Studi Teknik Sipil Fakultas Teknik UNIVERSITAS KRISTEN INDONESIA PAULUS GEDUNG H KAMPUS UKI-Paulus Makassar Jl. Perintis Kemerdekaan K.M. 13, Daya Kota Makassar, Provinsi Sulawesi Selatan 90245
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Paulus Civil Engineering Journal
Published by Universitas Kristen Indonesia Paulus
ISSN : 27758613     EISSN : 27754529     DOI : https://doi.org/10.52722/pcej
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Transportation
Paulus Civil Engineering Journal (PCEJ) is a civil engineering scientific journal publishes every four months, March, June, September, and December. The first volume of PCEJ was published in 2019 with the mission of being a pioneer in publishing information media on the development of Civil Engineering research in Indonesia. As a national media, PCEJ can accommodate the need for media to disseminate the latest information and developments for researchers and Civil Engineering practitioners in Indonesia. Journal published by the Civil Engineering Study Program, Faculty of Engineering, Universitas Kristen Indonesia Paulus in the Online Journal System (OJS). The scope of the Journal includes the following areas: Structure Water resources Transportation, Environmental Engineering, Construction Engineering Management Geotechnics as well as other fields of science related to these fields.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 721 Documents
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Produktivitas Tenaga Kerja Pada Pekerjaan Kolom (Studi Kasus : Proyek Pembangunan Gedung Education Center Fakultas Ilmu Sosial Dan Ilmu Politik Tahap I Universitas Hasanuddin) Riski Christian Lumombang; Junus Mara; Ari Kusuma
Paulus Civil Engineering Journal Vol 5 No 2 (2023): Paulus Civil Engineering Journal, Volume 5, No.2
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i2.634

Abstract

The success of a job in a construction project is inseparable from the presence of labor. In its implementation, the level of labor productivity is very important in order to provide maximum results. In the construction project of the education center building, faculty of social and political sciences phase 1 of Hasanuddin University, research was carried out with the aim of determining labor productivity, especially in ironing and column formwork. This research was conducted using a descriptive analysis method, namely a direct survey in the field to obtain labor productivity in ironing and column formwork after that compared with SNI 7394 – 2008. From the results of the analysis of labor productivity in ironing and column formwork work, the average productivity value of artisans for column ironing work is 164.585 kg / person / day while column formwork work is 5.748 m2 / person / day. For productivity based on SNI, the productivity of column ironing work was 142,857 kg / person / day while column formwork was 3,030 m2 / person / day.
Pengaruh Temperatur Pencampuran Terhadap Campuran Ac-Bc Yang Menggunakan Batu Gunung Kongkang Kesu’ Iknasisus Saroan; Alpius; Eltrit Bima Fitrian
Paulus Civil Engineering Journal Vol 5 No 2 (2023): Paulus Civil Engineering Journal, Volume 5, No.2
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i2.635

Abstract

In pavement layers, temperature is very important in affecting the strength of the asphalt mixture. Therefore, if the asphalt mixture is not at a certain temperature, the bond between aggregates will decrease and the mixture will become weak. The aim and purpose of this study was to test the mixing temperature of his AC-BC mixture using 5% asphalt. The methodology of this paper is AC-BC blend composition design and Marshall immersion testing to obtain residual Marshall stability values. It can be seen from the results of the tests carried out that values ​​for AC-BC mixtures were obtained for each variation at the mixture temperatures used, i.e. 120°C, 130°C, 140°C, 150°C and 160°. . C Stabilized value 1677.06 to 1940.40 kg, flow rate 3.87 to 2.92 mm, VIM 4.76% to 3.35%, VMA 16.41% to 15.17%%, VFB 70.01% to 77.92% Mixture temperature is Marshall parameter.
Analisis Peningkatan Jalan Dengan Metode Analisis Komponen Pada Jalan Kelurahan Sa’dan Malimbong Kabupaten Toraja Utara Sesli Rante Payung; Robert Mangontan; Herman Welem Tanje
Paulus Civil Engineering Journal Vol 5 No 2 (2023): Paulus Civil Engineering Journal, Volume 5, No.2
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i2.636

Abstract

The development of a region/region is certainly supported by the existence of infrastructure constructed to aid in regional growth. Every vehicle that travels on a good road will undoubtedly feel comfortable. Therefore, where roads constitute a crucial component of the community's economic movement and other social activities, maintenance of road conditions is required. This study aims to find out what types, levels and causes of damage occurred on roads in the Sa'dan Malimbong Village, North Toraja Regency. The method used is primary data collection in the field by measuring each type of damage to be analyzed and secondary data in the form of road construction data from The results of this study obtained the types of road damage, namely, crocodile skin cracks, peeling of the surface layer (asphalt), grain release, and holes. Based on the results of the analysis carried out on the 10 road segments studied, it can be concluded that the damage in the Sa'dan Malimbong Village can be repaired by way of overlay or (overlay) with a thickness of 12 cm using Laston.
Analisis Produktivitas Tenaga Kerja Proyek Gedung Apartemen Bandaraya Tri Santi; Junus Mara; Meti
Paulus Civil Engineering Journal Vol 5 No 2 (2023): Paulus Civil Engineering Journal, Volume 5, No.2
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i2.637

Abstract

Productivity as a measure of whether a project is implemented effectively and efficiently or not. Lack of awareness of productivity will be the cause of the low work produced resulting in large losses in the implementation of construction projects. To find out labor productivity in steelwork and installation of column formwork in the Airport Apartments project, the purpose of this study is to analyze labor productivity in column ironing and formwork installation in the Airport Apartment development project by comparing productivity in SNI. Data collection was carried out through direct surveys in the field by processing the data obtained. The data analysis method for calculating workforce performance uses a descriptive analysis method by calculating the productivity of each workforce. Based on the findings of the analysis and discussion carried out, it can be concluded from this study that the results of calculating the productivity of column work and comparing it with the reference (SNI 7394-2008) are accurate. It can be seen that the value of field productivity is 185.4333 Kg/Oh for iron work and 57 m²/Oh for formwork work. The productivity value according to SNI is 142.887 Kg/Oh for ironing work and 3.03 m²/Oh for formwork work. Then for comparison with references, there is a significant difference between field productivity and productivity calculated using references.
Pengaruh Silica Fume Pada Pembuatan Beton Polimer Irene Datuan; Jonie Tanijaya; Desi Sandy
Paulus Civil Engineering Journal Vol 5 No 2 (2023): Paulus Civil Engineering Journal, Volume 5, No.2
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

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

Abstract

Concrete is a construction material composed of aggregate (coarse and fine aggregate), water, cement with or without additives. However, cement production can cause environmental damage such as air pollution. To reduce the use of cement is by using polymers. In the manufacture of polymer concrete, one of the cement substitute materials that can be used is silica fume. This research was conducted based on the Indonesian National Standard (SNI) method and was tested when the concrete had been soaked for 7, 21 and 28 days. This study used a cylinder with a diameter of 15 cm and a height of 30 cm. The results of the concrete test showed that the value (f'c) at 28 days for the 5% silica fume variation was 25.950 MPa and the 10% variation was 23.968 MPa. In testing the split tensile strength of concrete, the value of the split tensile strength of concrete (ft) at 5% silica fume variation is 2.666 MPa and at 10% variation is 2.571 MPa. From the results of the concrete elastic modulus (E) test, the average value of the 5% silica fume variation was 22883.316 MPa and at 10% variation it was 21710.136 MPa. From the test results it can be concluded that the use of silica fume as a substitute for cement can affect the compressive strength, split tensile strength, and modulus of elasticity of concrete.
Pengaruh Penambahan Abu Ijuk Pada Beton Normal Ika Tangma'ti; Frans Phengkarsa; Lisa Febriani
Paulus Civil Engineering Journal Vol 5 No 2 (2023): Paulus Civil Engineering Journal, Volume 5, No.2
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i2.639

Abstract

Concrete is one of the most commonly used building materials in the industrial sector. This is what encourages the use of palm fiber ash as an added ingredient in concrete. Palm fiber which is underutilized and left alone gives rise to a new idea, namely to use the palm fiber as an added ingredient in concrete. The American Concrete Institute (ACI) method was used to prepare the sample. The test is carried out when the concrete has passed the holding time of 7, 21 and 28 days.. The purpose of this study was to determine the effect of adding 3%, 6% and 9% palm fiber ash on compressive strength, split tensile strength and modulus of elasticity. In this research, the concrete quality is planned to be 50 MPa. From the test results, it was obtained that the concrete compressive strength values ​​for the percentage variations of 0%, 3%, 6% and 9% were respectively 26.893 MPa, 26.799 MPa, 21.892 MPa and 19.061 MPa, split tensile strength test for percentage variations of 0%, 3 %, 6%, and 9% respectively 2.453 MPa, 2.430 MPa, 2.170 MPa and 1.887 MPa, and testing the modulus of elasticity for the percentage variation of 0%, 3%, 6% and 9% respectively 22209, 358 MPa, 21064.331 MPa, 19496.646 MPa and 18971.406 MPa. From the proceeds of the study it can be concluded that the use of the addition of palm fiber ash as an added ingredient decreased with increasing variations in the percentage of palm ashes.
Kajian Sarana Dan Prasarana Terminal Daya Kota Makassar Charles Kamba; Rais Rachman; Gidion Suretno Panannangan
Paulus Civil Engineering Journal Vol 5 No 2 (2023): Paulus Civil Engineering Journal, Volume 5, No.2
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i2.640

Abstract

Makassar is one of the cities with a dense population level and the movement of people from one city to another. One of the factors that support the occurrence of mobility is the passenger terminal function as a vehicle stopover to raise and lower passengers. One of the terminals located in Makassar City is the Daya Regional Terminal, which is a type A terminal. This research aims to determine the level of service and user satisfaction in the application of facilities and infrastructure at the Daya Regional Terminal. The research method used in this research is primary data collection directly in the field in the form of distributing questionnaire sheets to terminal visitors which will be processed in the Importance and Permormance Analysis (IPA) method. The result of this research is that the facilities at the Daya terminal fulfill the application for terminal visitors, and the overall result of the facilities in the Daya terminal is the level of visitor satisfaction or Customer Satisfaction Index obtained 74.12%, this figure is included in the satisfied category.
Pengaruh Hambatan Samping Terhadap Kinerja Lalu Lintas Jalan Antang Raya Depan Pasar Antang Maxi Lipu Bongga; Mary Selintung; Sufiati Bestari
Paulus Civil Engineering Journal Vol 5 No 2 (2023): Paulus Civil Engineering Journal, Volume 5, No.2
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i2.641

Abstract

The purpose of this study was to determine the degree of saturation, the average speed of light vehicles at peak hours, and the actual average speed of light vehicles at peak hours on Antang Raya road in front of Antang market. The method used refers to the Indonesian Road Capacity Guidelines (PKJI 2014). Data collection for 3 days at the research location by videoing traffic volume data, measuring the travel time of light vehicles traveling a distance of 50 m, and counting side friction events. The results of the analysis obtained a degree of saturation of 0.91> 0.85 meaning that the traffic flow on the Antang Raya road in front of Antang Market is jammed. Reading the 2014 PKJI graph shows that the average speed of light vehicles is 27 km/hour, and the calculation of the actual average speed of light vehicles is 8.64 km/hour. The speed of the reading of the graph and the calculation result is very different because the distance traveled by the light vehicles surveyed is 50 m which does not represent the speed of space. For the smooth flow of traffic on Antang Raya road in front of Antang market, it is recommended to install a no parking sign for 200 meters, during peak hours, police officers discipline drivers who are not disciplined, and street vendors selling on the shoulder of the road are neatly arranged so that buyers do not obstruct traffic flow.
Analisis Kerusakan Jalan Poros Lembang Bori’ Ranteletok-Lempo Kabupaten Toraja Utara Kalvyn Uda' Batti; Robert Mangontan; Wona Grace Boro
Paulus Civil Engineering Journal Vol 5 No 2 (2023): Paulus Civil Engineering Journal, Volume 5, No.2
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i2.643

Abstract

The development of a region/region is certainly supported by the existence of infrastructure, which maintenance of road conditions needs to be carried out, where roads are an important factor in the life of the community's economic movement and other social activities. This study aims to determine what types, levels and causes of damage occurred to the segment in Lembang Bori' Ranteletok, North Toraja Regency. The method used is primary data collection in the field by measuring each type of damage to be analyzed for density, deduct value, total deduct value, and pavement condition index as well as secondary data in the form of rainfall data. The results of this study obtained types of road damage, namely crocodile skin cracks, roadside cracks, grain release, potholes, and subsidence. Based on the results of the analysis carried out on the 20 road segments studied, the average value of the PCI method pavement condition is 46.80% moderate (fair), with the lowest pavement value occurring in STA 1+800 to 1+900 with poor classification (poor). From the PCI value of each segment based on the decision matrix, the repair time needs to be rehabilitated now. The cause of the road damage is poor drainage conditions causing water to stagnate on the road load. The handling of road damage is by, the method of maintenance and repair of functional damage is the P2, P5 Repair method which has been set in the Road Maintenance Manual and the Deep Patch Method.
Pengaruh Serat Ijuk Pada Campuran AC–WC Dengan Menggunakan Batu Gunung Bulu Tajongi Yosilpa Kiding Rupa; Alpius; Elizabeth
Paulus Civil Engineering Journal Vol 5 No 2 (2023): Paulus Civil Engineering Journal, Volume 5, No.2
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i2.644

Abstract

Laston as a surface layer or as a wear / AC-WC (Asphaltic Concrete-Wearing Course) layer is a pavement layer that is directly related to vehicle tires, a layer that must be waterproof, and resistant to weather. This study was conducted to determine the characteristics of the AC-WC mixture using Mount Bulu Tajongi Stone in East Luwu Regency and Ijuk Fiber as the added material. This research method used aggregation characteristics, filler characteristics, and asphalt characteristics, is a secondary data. Continued with the composition of the AC-WC mixture with fiber. The results of the analysis with the addition of ijuk fiber obtained a minimum stability value of 1000 kg at an ijuk fiber content of 4.77%, and a maximum stability of 1581.13 kg was at a fiber content of 2.20%, the minimum value of VIM was at a fiber content of 12.04%, the minimum value of Flow was at a fiber content of 5.07%, the minimum VMA value at a fiber content of 5.10%, and the VFB value had met the minimum limit of 65% of the fiber content of 0% - 4%. With Conventional Marshall testing, the results of the test object test analysis with the lowest stability value of 5% asphalt content meet the 2018 Bina Marga Specification Standards. So it can be concluded that ijuk fiber is suitable for use as an added ingredient.

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