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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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Pengaruh Penambahan Fiber Pada Tanah Terhadap Nilai CBR Lintje Tammu Tangdialla; Meti; Novelia Yuni Pangarungan
Paulus Civil Engineering Journal Vol 5 No 3 (2023): Paulus Civil Engineering Journal Volume 5, No.3
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i3.707

Abstract

One alternative to stabilize the soil is mixing fiber with soil. This study aims to determine the effect of adding fiber to the soil on the CBR value. The land was taken from the Tambasa road area, Tamalanrea District, Makassar City. Then, feature testing and compaction testing (standard proctor) were carried out to obtain optimum water content and after that proceed to CBR (Unsoaked design) testing. The results showed that the characteristics of the soil including clay and CBR testing on both samples obtained CBR values ​​increased with the addition of 0.5% fiber and decreased with the addition of 0.75% and 1% fiber. From the research results, it is known that the more fiber added to the soil, the CBR value will decrease.
Kinerja Angkutan Umum Penumpang Dalam Kota Makale, Tana Toraja Monalisa Bumbungan; Rais Rachman; Frengki Demmangngaya Timbang
Paulus Civil Engineering Journal Vol 5 No 3 (2023): Paulus Civil Engineering Journal Volume 5, No.3
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i3.708

Abstract

The research project attempts to assess the degree of service offered by public transportation in Makale City, Tana Toraja, as well as the load factor of passenger public transportation. Through the utilization of the Ms Excel software and the implementation of a weighting technique to assess the effectiveness of public transportation, the subsequent discoveries were derived from the data analysis: The average load factor of public transportation passengers in Makale City, Tana Toraja Regency is below 70.0%, with an average of 27.0% falling into the good category. The analysis of data using the weighting method revealed that the Makale City route in Tana Toraja Regency has an average travel time of 4 minutes per kilometer, which is considered good. The Average Headway, at 3.5 minutes, also falls into the good category. The Average Travel Speed is 15 km/h, classified as good. The Service Time, amounting to 14 hours, falls into the medium category. Additionally, the average frequency is 22 units, categorized as good. The number of operating vehicles is 145 units, also considered good. Finally, the average waiting time is 1.5 minutes, indicating good performance. In conclusion, the overall transportation performance is categorized as good.
Analisis Kinerja Lalu Lintas Jalan Pengayoman Pada Segmen Jl.Bougenville-Jl.Adyaksa Sufiati Bestari; Mary Selintung; Lus Aini Marlina
Paulus Civil Engineering Journal Vol 5 No 3 (2023): Paulus Civil Engineering Journal Volume 5, No.3
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i3.709

Abstract

On Pengayoman road, the traffic flow is dominated by working employees and shoppers along Pengayoman road in the Jl.Bougenville-Jl.Adyaksa segment. This causes traffic conditions to be congested at certain hours and can affect traffic performance. In addition, activities carried out beside the road are also an influence on traffic performance, namely the stopping of public vehicles due to passengers getting on and off, retailers in the road median, and the number of vehicles parking on the road. This study aims to determine the traffic performance of Jalan Pengayoman on the Jl.Bougenville-Jl.Adyaksa section, while the things that need to be studied are the degree of saturation, the average speed value of light vehicles, and the actual average speed value of light vehicle spaces during peak hours. The analysis in this study refers to PKJI 2014. Data collection was carried out for 3 days, namely enumerating traffic volumes, enumerating the incidence of side obstacles, and measuring travel time on light vehicles. The results of the analysis show that the degree of saturation in the west-east direction is 0.37 and the east-west direction is 0.51 which is less than 0.85, meaning that the traffic flow in both directions has not been jammed. Based on the reading of the graph, the average speed of light vehicles in the west-east direction is 56 km/h and in the east-west direction is 52.5 km/h. The calculation of the speed value and the reading on the graph have very different results because the survey distance is too short to get the space speed, which is 50 m. It is recommended that in conducting speed surveys the distance is too short to get the space speed. It is recommended that in conducting a speed survey the distance used for the average speed of space should be more than 50 m to get results that are more representative of the speed of space.
Pemanfaatan Limbah Marmer Sebagai Agregat Dalam Campuran AC-BC Windra Tandi Payung; Alpius; Elizabeth
Paulus Civil Engineering Journal Vol 5 No 3 (2023): Paulus Civil Engineering Journal Volume 5, No.3
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i3.710

Abstract

Marble waste comes from the rest of unused marble stone processing. To reduce marble waste, it is necessary to innovate to use marble waste as a substitute for aggregate on the pavement layer. The purpose of this study was to determine the influence of materail characteristics in the AC-BC mixture with the marshall method and the use of marble waste PT. Great Marble Mountain. From laboratory tests for material characteristics, namely aggregate, asphalt and cement, test results are obtained to meet the provisions of Highways. For the composition of the AC-BC mixture, 38.05% coarse aggregate, 50.70% fine aggregate and 6.25% cement were obtained. According to the calculation results, the results of VIM, Stability, VMA, VFB, and Flow tests and SMS have passed the provisions of Highways Specification.
Analisis Ketersediaan dan Kebutuhan Lahan Parkir Pada RS. Bhayangkara Makassar Hendrawan Djoni; Robert Mangontan; Monika Datu Mirring Palinggi
Paulus Civil Engineering Journal Vol 5 No 3 (2023): Paulus Civil Engineering Journal Volume 5, No.3
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i3.714

Abstract

Parking does not escape the area of the hospital area, so it is not complete if the hospital is not equipped with a parking lot. When the parking characteristics have been met, it will make it easier for employees and visitors to park their vehicles, both two-wheeled and four-wheeled vehicles. Analysis of parking characteristics, availability, and demand in hospitals. Bhayangkara Makassar is the aim of this research. This study uses direct field surveys as its methodology for obtaining vehicle data. From this data will be analyzed to obtain data on parking capacity, parking volume, parking accumulation, parking duration, parking index, availability and demand for parking space. The results revealed that there were parking spaces up to 54 and 84 vehicles per hour for motorbikes and cars, 620 cars and 1,025 vehicles, each maximum parking volume, the highest parking accumulation of 4,072 vehicles and 9,745 vehicles, the vehicle parking duration ranged from 1-2 hours for both, parking index of 109.20% and 102.43%, the availability of maximum parking is 466 vehicles/hour. According to the parking characteristics, it can be concluded that the current parking area is not sufficient to accommodate the number of parked vehicles.
Pengaruh Penambahan Limbah Bottom Ash Terhadap Kuat Geser Pada Tanah Eltrit Bima Fitrian; Demensi; Irwan Lie Keng Wong
Paulus Civil Engineering Journal Vol 5 No 3 (2023): Paulus Civil Engineering Journal Volume 5, No.3
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i3.715

Abstract

The impact of adding bottom ash waste to a Direct Shear Test for clay soils with low shear strength and high compressibility is investigated in this study. The research entails evaluating the soil's physical properties and setting up bottom ash waste tests for the Direct Shear Test. For the first and second direct shear force tests, four test samples were utilized. The 15%, 20%, and 25% make up the utilized bottom ash waste mixture. The findings demonstrated that the soil possesses medium flexibility and inorganic clay's physical characteristics. In direct shear force testing, soil samples from points 1 and 2 yielded cohesion values (c) and shear angle values (). For point 1 soil samples, cohesiveness (c) values increased by 0.025 kg/cm2, 0.041 kg/cm2, 0.069 kg/cm2, and 0.076 kg/cm2, while shear angle (φ) values increased by 10.32°, 10.67°, 10.38°, and 14.16°. Additionally, cohesiveness (c) values of 0.048 kg/cm2, 0.077 kg/cm2, 0.084 kg/cm2, and 0.096 kg/cm2 and shear angle (φ) values of 11.82°, 14.35°, 14.20°, and 14.10° increased in Point 2 soil samples. According to the results, adding bottom ash waste increases the shear strength (c) and shear angle (φ) of the soil. It has been discovered that adding bottom ash waste to soil enhances its load-bearing capacity.
Analisis Angkutan Umum Bus Trans-Mamminasata Koridor III Berdasarkan Biaya Operasional Kendaraan Develson Liwan; Benyamin Tanan; Louise Elizabeth Radjawane
Paulus Civil Engineering Journal Vol 5 No 3 (2023): Paulus Civil Engineering Journal Volume 5, No.3
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i3.716

Abstract

One of the public transportation that uses a fare system is the Trans-Mamminasata Bus. The regional government determines the amount of the fare for a vehicle by setting an upper and lower limit which is adjusted to the amount of vehicle operating costs (BOK), thus it is hoped that the fare charged to passengers is not burdensome or in accordance with applicable regulations. The aim of this research is to find out the load factor of the Trans-Mamminasata Bus, what the Vehicle Operational Costs (BOK) of the Trans-Mamminasata Bus are and what the appropriate fare is based on vehicle operational costs. The data used in this research is secondary data obtained from related agencies and primary data obtained from load factors and interviews. The BOK analysis method used is LAPI ITB 1997. The results obtained are that the average load factor obtained is 0.074%, the operational cost of the Trans-Mamminasata bus vehicle is IDR 8,822.68/km and the tabulated fare determination is obtained from the load. the average factor is the basic rate of IDR 5,961.27; fare IDR 129,061.60 per passenger and standard load factor 70% basic fare IDR 330.19; and the fare is IDR 13,643.74 per passenger. Meanwhile, for 100% load factor tariff, the basic tariff is IDR 441,134; and the fare is IDR 9,550.65 per passenger
Pengaruh Kelereng Sebagai Substitusi Agregat Kasar Pada Campuran Beton Mutu Normal Dominggus Paerunan; Jonie Tanijaya; Olan Jujun Sanggaria
Paulus Civil Engineering Journal Vol 5 No 3 (2023): Paulus Civil Engineering Journal Volume 5, No.3
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i3.717

Abstract

Various tests have been carried out in the field of concrete materials as an effort to improve the quality of concrete. One of the many efforts made is the use of substitute materials in concrete mixtures. This study used marbles as a substitute for one of the concrete mixture materials, namely gravel with a plan quality of 25 Mpa. The variation of this test mixture is 0%, 5%, 10% and 15% with the SNI 03-2834-2000 Mix Design method. Based on the results of the study, the average test results for compressive strength aged 28 days (25.428), (23.399), (22.301), (21.365) with MPa units. For the tensile strength test aged 28 days, the average test results were obtained (2.734), (2.310), (1.980), (1.886) and (2.921), (2.619), (2.594), and (2.418) with MPa units for the average flexural strength test results.
Analisis Tingkat Pengetahuan Pekerja Terhadap Keselamatan Dan Kesehatan Kerja (K3) Pada Proyek Pembangunan Rumah Sakit Mata Makassar Yamsal; Josefine Ernestine Latupeirissa; Herby Calvin Pascal Tiyow
Paulus Civil Engineering Journal Vol 5 No 3 (2023): Paulus Civil Engineering Journal Volume 5, No.3
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i3.718

Abstract

In a development project, the risk of work accidents is very high. The cause is the lack of knowledge of employees or workers about occupational safety and health protection. Thus, an analysis was carried out on the level of knowledge of workers on Occupational Safety and Health (K3) in the Makassar Eye Hospital Construction Project. The research will be conducted by means of direct interviews and field surveys. The interviews targeted 20 handymen and 4 foremen who were working on the Makassar Eye Hospital construction project. The questionnaire contains general information about the employee and the employee's knowledge of K3. Based on the results of the research obtained, Makassar eye hospital project workers still do not understand employee safety due to several factors, among others, low worker training, lack of work experience and the number of workers who have never participated in on the job training.
Pengaruh Penambahan Soda Potash Pada Air Sebagai Campuran Beton Eritson Prasetiawan; Frans Phengkarsa; Desi Sandy
Paulus Civil Engineering Journal Vol 5 No 3 (2023): Paulus Civil Engineering Journal Volume 5, No.3
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i3.719

Abstract

The purpose of adding soda potash to water for the mixture in this test is one way to determine the effect of soda potash on the concrete mixture. Jeneberang River is where coarse aggregate and fine aggregate are taken. One of the chemical stores, Makassar City, South Sulawesi is where potash soda is obtained. SNI 7656 – 2012 is the method used in Mix Design. 7, 21 and 28 days are the time for concrete compressive strength testing and the Compression Testing Machine tool is a tool used to determine the maximum concrete strength at the time of receiving compressive load. At a concrete age of 28 days variations of 0% were obtained (24,889 MPa), 7.5% (25,643 MPa), 10% (24,983 Mpa), and 12.5% (23,946 Mpa). Based on the test results, the average tensile strength of concrete was obtained for variations of 0% (2.286 MPa), 7.5% (2.475 Mpa), 10% (2.357 Mpa), and 12.5% (2.121 MPa). The average bending strength of concrete at variations of 0%, 7.5%, 10%, and 12.5% is 2.569 MPa, 2.795 MPa, 2.594 Mpa and 2.418 MPa. For the hsil modulus of elasticity test, test results were obtained at variations of 0% (23263.149 Mpa), 7.5% (23419.95Mpa), 10% (23391.058Mpa), 12.5% (23254.858Mpa).

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