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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 20 Documents
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Search results for , issue "Vol 4 No 4 (2022): Paulus Civil Engineering Journal Volume 4 No. 4" : 20 Documents clear
Pemanfaatan Limbah Plastik PVC Sebagai Bahan Tambah Pada Campuran AC-WC Mita Rante; Alpius; Charles Kamba
Paulus Civil Engineering Journal Vol 4 No 4 (2022): Paulus Civil Engineering Journal Volume 4 No. 4
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v4i4.536

Abstract

To support road construction and improve the quality of the asphalt mix, road construction requires good concrete asphalt and routine maintenance, one of which is by adding additives to the asphalt. Pipe waste made of PVC plastic is the material used. This PVC plastic waste is utilized by adding PVC plastic to the asphalt mixture using a dry method. The purpose of this study was to test the characteristics of the AC-WC mixture using PVC plastic waste as an added ingredient. Test method with conventional Marshall and Marshall Immersion. The results of the Conventional Marshall test show that by using plastic waste levels of 0%, 1%, 2%, 3% and 4%, the characteristics of the AC-WC mixture such as Stability, Flow, VIM, VFB, and VMA meet the 2018 Directorate General of Highways specifications and results Marshal Immersion testing shows Marshall Residual Stability shows the value meets the requirements.
Pemanfaatan Batu Gunung Tatale Kecamatan Tawalian Kabupaten Mamasa Sebagai Agregat Campuran Laston Lapis Pondasi Mardi Mangiri; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 4 No 4 (2022): Paulus Civil Engineering Journal Volume 4 No. 4
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v4i4.537

Abstract

Pemanfaatan material lokal sebagai bahan konstruksi jalan adalah anjuran dari pemerintah, ini bertujuan untuk meningkatkan pendapatan asli daerah dan pendapatan masyarakat lokal. Selain itu pihak pelaksana pekerjaan tidak perlu mendatangkan material dari tempat lain dalam artian dapat mengurangi biaya operasional dan waktu angkutan. Penggunaan material untuk suatu bahan konstruksi haruslah melalui suatu pengujian-pengujian utamanya karakteristik dari material tersebut. Pada penelitian ini Batu Gunung dari gunung Tatale akan digunakan sebagai bahan lapisan permukaan untuk Campuran Aspal Beton Lapis Pondasi. Metode yang digunakan adalah Marshall Konvensional dan Marshall Immersion dengan rujukan Sepesifikasi Bina Marga untuk Pekerjaan Jalan dan Jembatan Divisi 6 2018. Hasil penelitian menunjukkan material Gunung Tatale Kecamatan Tawalian Kabupaten Mamasa dapat digunakan sebagai campuran lapis pondasi sesuai dengan Spesifikasi Umum Bina Marga 2018. Nilai indeks kekuatan sisa dari hasil pengujian Marshall Immersion 94.50%.
Pengaruh Produktivitas Tenaga Kerja Pada Proyek Pengembangan Trans Studio Mall Makassar Melani Utami Baso Pata; Junus Mara; Herby Calvin Pascal Tiyouw
Paulus Civil Engineering Journal Vol 4 No 4 (2022): Paulus Civil Engineering Journal Volume 4 No. 4
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v4i4.538

Abstract

ABSTRAK Produktivitas adalah suatu yang penting untuk semua tenaga kerja dalam menyelesaikan tugasnya masing-masing. Oleh karena itu, perhitungan mengenai produktivitas tenaga kerja penting dilakukan untuk mengontrol berjalannya suatu proyek konstruksi pada Proyek Pengembangan Trans Studio Mall Makassar. Penelitian ini bertujuan untuk mengetahui pengaruh produktivitas tenaga kerja pekerjaan bekisting kolom pada Proyek Pengembangan Trans Studio Mall Makassar. Bekisting kolom merupakan elemen penting yang tak terpisahkan pada sebuah proyek konstruksi. Bekisting berfungsi sebagai wadah beton yang sedang dibentuk yang kemudian dilepas ketika beton telah memenuhi standar yang telah ditetapkan. Pengumpulan data dilakukan dengan cara pengamatan langsung di lapangan, penelitian ini berlangsung selama 7 jam dalam 10 hari dan dilakukan observasi kepada 4 tenaga kerja yang bertugas dalam mengerjakan bekisting kolom Proyek Pengembangan Trans Studio Mall Makassar. Setelah dilakukan pengamatan dilapangan dan dilakukannya pengolahan data serta dilakukan perbandingan koefisien tenaga kerja dilapangan dan tenaga kerja SNI 7394-2008 mengenai koefisien tenaga kerja, hasil penelitian ini menunjukan bahwa adanya kenaikan produktivitas tenaga kerja dengan indeks tenaga kerja sebesar 33%. Untuk acuan perbandingan indeks produktivitas tenaga kerja, pada penelitian ini digunakan SNI 7394-2008 mengenai koefisien produktifitas tenaga kerja yang dibandingkan dengan produktivitas tenaga kerja dilapangan. Sehingga dapat disimpulkan bahwa produktivitas tenaga kerja bekisting kolom pada Proyek Pengembangan Trans Studio Mall Makassar produktiv dengan indeks produktivitas 1,33 terhadap produktivitas SNI 7394-2008.
Analisis Hasil Pengujian California Bearing Ratio Penambahan Slag Nikel Pada Tanah Lempung Patrick Setiawan Linga; Irwan Lie Keng Wong; Eltrit Bima Fitrian
Paulus Civil Engineering Journal Vol 4 No 4 (2022): Paulus Civil Engineering Journal Volume 4 No. 4
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v4i4.539

Abstract

Soil improvement on clay soils needs to be done because clay soils have a large water content, large pore numbers, large index plasticity, small volume weight, causing the carrying capacity of clay soils to be low. This study is intended to determine the analysis of the test results of the California Bearing Ratio of nickel slag additions on clay soils. The methodology in this research is to carry out various tests of soil characteristics after which planning the composition of the mixture, obtaining the optimum moisture content value from the Compaction test obtaining the soil carrying capacity value from the California Bearing Ratio (Unsoaked Design CBR) test. In the research conducted at the Soil Mechanics Laboratory, Faculty of Engineering, Department of Civil Engineering, Christian University of Indonesia Paulus Makassar, the results obtained showed the characteristics of the soil tested to meet as clay. In the compaction test at point 1 and point 2 using a mixture of variations of 0%, 20%, 25%, 30%, 35% experienced an increase in optimum moisture content and maximum dry density. At point 1, the increase in dry density in testing nickel slag content from 0% as much as 1,098 continued to increase in the addition of nickel slag up to 30% as much as 1,123 continued to increase in the addition of nickel slag levels up to 35% as much as 1,214. In the CBR test, namely CBR without immersion, there was an increase in the CBR value at point 1 or at point 2 where the CBR value at point 1 was 1.97%, 2.63%, 3.80%, 5.70%, 6.33% while the CBR value at point 2 was 2.24%, 2.60%, 3.23%, 3.97%, 5.17%. From the results of the study, it can be concluded that nickel slag can be used to increase the carrying capacity of clay soils because nickel slag can increase the CBR value of the soil.
Pemanfaatan Batu Sungai Laeya Kabupaten Konawe Selatan sebagai Campuran Stone Matrix Asphalt Halus Galantono Manggasa; Alpius; Elizabeth
Paulus Civil Engineering Journal Vol 4 No 4 (2022): Paulus Civil Engineering Journal Volume 4 No. 4
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v4i4.540

Abstract

The development of transportation is increasingly advanced in the world so that there are many vehicles that cross the highway so that the quality of road pavement needs to be improved. This study was intended to determine the quality of the Laeya river stone, Konawe Selatan Regency, in a fine mixture of stone matrix asphalt (SMA). The method used in this study is to test the characteristics of the aggregate and then design the composition of the fine stone matrix asphalt (SMA) mixture as well as the conventional Marshall test and the Marshall immersion test. The research results concluded that the aggregate originating from the Laeya river met the requirements as a material used in road pavement. From the results of the conventional marshall test using asphalt content of 6.00%, 6.25%, 6.50%, 6.75%, 7.00% the values ​​for stability, VIM, flow, VMA were obtained which met the general specifications of the 2018 Highways. From the marshall immersion test, the residual marshall stability value was obtained at 98.54% with an asphalt content of 7.00% and met the specified standards, namely at least > 90%.
Analisis Pemilihan Moda Perjalanan Penduduk Pada Perumahan Nusa Tamalanrea Indah Emanuel Laba; Rais Rachman; Louise Elizabeth Radjawane
Paulus Civil Engineering Journal Vol 4 No 4 (2022): Paulus Civil Engineering Journal Volume 4 No. 4
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v4i4.541

Abstract

Every movement made by the community cannot be fulfilled in one place so the community needs to go to a different place to be able to meet their needs by using means of transportation. The existence of the need for the activity ultimately prompts a person to choose the mode used. The purpose of this research is to find out the factors that influence the choice of travel mode of residents in Nusa Tamalanrea Indah Housing. Survey home interview through the dissemination of google form links to the residents of Perumahan Nusa Tamalanrea Indah is the method of data collection in this research and analysis using linear regression assisted by SPSS software. A factor that greatly influences the choice of mode in Nusa Tamalanrea Indah Housing, Makassar City is the number of working family members.
Pemanfaatan Batu Sungai Laeya Kabupaten Konawe Selatan untuk Stone Matrix Asphalt Kasar Rahmat Palebangan; Alpius; Elizabeth
Paulus Civil Engineering Journal Vol 4 No 4 (2022): Paulus Civil Engineering Journal Volume 4 No. 4
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v4i4.542

Abstract

In general, roads in Indonesia use several mixtures in their processing, such as stone matrix asphalt or also known as split mastix asphalt (SMA), namely hot mix asphalt concrete which maximizes the use of coarse aggregate and asphalt as a binder. This research is intended to utilize Laeya river stone in South Konawe Regency in a Coarse stone matrix asphalt (SMA) mixture. The method used in this research is to test the characteristics of the aggregate and then design the composition of the stone matrix asphalt (SMA) mixture as well as the conventional Marshall test and the Marshall immersion test. The research results concluded that the aggregate originating from the Laeya river met the requirements as a material used in road pavement. From the results of the conventional marshall test using asphalt content of 6.00%, 6.25%, 6.50%, 6.75%, 7.00% the values ​​for stability, VIM, flow, VMA were obtained which met the general specifications of the 2018 Highways. From the marshall immersion test the residual marshall stability value was obtained at 96.30% with an asphalt content of 7.00% and met predetermined standards, namely at least > 90%
Karakteristik Operasional Angkutan Ojek Sebagai Angkutan Feeder Perumahan Bukit Lateri Indah, Kota Ambon Sammyles G. M. Amaheka
Paulus Civil Engineering Journal Vol 4 No 4 (2022): Paulus Civil Engineering Journal Volume 4 No. 4
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v4i4.543

Abstract

There is limited public transportation that serves the community from this housing to the destination, so a Feeder transportation is needed. The most commonly used feeder transportation in Ambon City is the motorcycle taxi. The purpose of this study is to analyze the operational characteristics of motorcycle taxi transportation as feeder transport for Bukit Lateri Indah housing, Ambon City. The data analysis technique is by comparing the existing conditions in the field with motorcycle taxi characteristics such as operational characteristics, financial characteristics and income levels. The results showed that the operating time was flexible, but most (95%) motorcycle taxi drivers operated for 15 hours. For the operational capacity of the ojek base, it is known that in 1 hour the base can serve as many as 105 people. As for the pattern of operation, the majority (80%) chose the pattern of operation by stopping by using a queuing system according to the time of arrival by noting it on the blackboard. Waiting time for motorcycle taxis at home 1-5 minutes 70% and at the base 1-5 minutes 100%. For the level of safety obtained that 70% of ojek passengers answered quite well. The level of comfort obtained is that 85% of ojek users feel quite comfortable. The financial feasibility of motorcycle taxi drivers in residential areas in BLI housing is for rental vehicles using the NPV parameter of IDR 6,496,500.00 per year, and using the BCR parameter is 1.33. Whereas for credit vehicles using the NPV parameter is IDR 8,488,000.00, and using the BCR parameter is 1.47.
Karakteristik Campuran AC – WC Dengan Bahan Tambah Abu Tongkol Jagung Bram Wisnu; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 4 No 4 (2022): Paulus Civil Engineering Journal Volume 4 No. 4
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v4i4.546

Abstract

This research to know and the characteristics of the influence of a mixture of AC-WC with the additional ashes to a mixture that uses an aggregate of river leoran enrekang district and to overcome the problem of corn cobs waste. To get the characteristics of a mixture AC-WC used method of Marshall Test. The results of the Test Marshall AC-WC added a characteristic mix with the ashes corn corbs with average value of Stability 0%-2% : 949,25 kg – 988,52 kg, for VIM 0%-2% : 4,03% - 3,32%, to Flow 0%-2% : 3,09 mm – 3,36 mm, to VMA 0%-2% : 21,61% - 20,97%, and finally VFB 0%-2% : 81,36% - 84,18%. According to the levels of a study from the 0%-2% ashses corncobs meet general Specification of Bina Marga 2018.
Analisis Pengaruh Hambatan Samping Terhadap Derajat Kejenuhan Ruas Jalan Tamalanrea Raya Makassar Yous Rizal Bombing; Robert Mangontan; Olan Jujun Sanggaria
Paulus Civil Engineering Journal Vol 4 No 4 (2022): Paulus Civil Engineering Journal Volume 4 No. 4
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v4i4.547

Abstract

The city of Makassar is one of the metropolitan cities in Indonesia which has a fairly dense population, because the population is increasing rapidly, so that it has an effect on increasing congestion in the region due to the increasing need for community mobility to support goods distribution needs. social, religious and others. This study aims to find out how the side barriers and the effect of side barriers on the degree of saturation on the left and right lanes of Jalan Tamalanrea Raya Makassar starting from the front of Putra Naga Mas BTP Store to the front of Indomart BTP Blok A 24. The data used are primary and secondary data. , then data processing was carried out with reference to the 2014 Indonesian Road Capacity Guidelines (PKJI). Based on calculations and data analysis for 3 days of observation in the study area, the highest peak traffic flow was above 1300 cur/hour. For the side obstacles that occur during peak hours on the left and right lanes are above the number of 360 incidents so that they can be classified in the medium side obstacle class, the degree of saturation of the left lane and the right lane at peak hours of traffic flow obtains a degree of saturation value of 0.51 on the right lane and 0.48 on the left lane, so it can be said that the side barriers also affect the occurrence of congestion at the location that is used as the study area.

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