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Universitas Kristen Indonesia Paulus
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Pemanfaatan Batu Sungai Pucak dengan Filler Abu Sekam Padi untuk Lapis AC-BC Rio Patrick Febryan Pude; Robert Mangontan; Alpius
Paulus Civil Engineering Journal Vol 5 No 1 (2023): Paulus Civil Engineering Journal, Volume 5, No.1
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i1.584

Abstract

Road pavement is an important factor supporting the development of transport infrastructure. The asphalt concrete mixture on the road needs to be reinforced with filler material to increase the strength of the asphalt mixture. Therefore, cheaper alternative filler materials such as rice husk ash can be used in asphalt mixtures. This study aims to understand and determine the characteristics of the AC-BC layer mixture using aggregates from the Pucak River with the substitution of rice husk ash filler. The methodology of this study is designed to determine the utilization of rice husk ash waste as a filling material in an AC - BC layer mixture. The research method used in this study includes testing the specific gravity of rice husk ash filler which is followed by designing the composition of the AC-BC mixture with the substitution of rice husk ash filler then continued with Conventional Marshall testing. The results showed that the test object with a rice husk ash content of 0% - 75% using an asphalt content of 5.00% met the 2018 Bina Marga General Specifications. From the test results, it can be concluded that rice husk ash can be used as a partial substitution of cement filler for AC-BC layers where all the requirements listed in the 2018 Bina Marga General Specification have been met.
Pemanfaatan Batu Sungai Pappa Kecamatan Polong Bangkeng Utara, Kabupaten Takalar Dalam Campuran AC - WC Nari Ro'son; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 5 No 1 (2023): Paulus Civil Engineering Journal, Volume 5, No.1
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i1.589

Abstract

Road infrastructure development is very necessary to improve the main sectors in moving the wheels of the national and regional economy. Given the importance of road infrastructure development, it becomes necessary to find alternative solutions by utilizing available natural resources for the development of basic materials for road pavement. This study aims to utilize Batu Sungai Pappa, North Bangkeng Pod District, Takalar Regency in a mixture of air conditioning – toilets. The method used in this study was to first design the composition of the AC – WC mixture, carry out a series of coarse, fine and filler aggregate tests, then use the Marshall test to determine the properties of the mixture and the Marshall immersion test to determine the Marshall stability of the remaining mixture with the amount of asphalt. The results of research conducted at the Road and Asphalt Laboratory of the Christian University of Indonesia Paulus Makassar, indicate that the characteristics of the pavement material in the form of Kali Pappa Stone, Polong Barkeng Utara District, Takalar Regency fulfill the requirements as a material for making pavement layers. Through the Marshall test, the characteristics of the AC – WC mixture were obtained with asphalt content of 5.50%, 6.00%, 6.50%, 7.00%, 7.50%. The test results of Marshall Immersion mixture of AC – WC with an optimum asphalt content of 5.50% obtained Residual Marshall Stability of 94.36% meeting the 2018 Bina Marga Specifications, which is at least 90%.
Pemanfaatan Batu Sungai Matang Kabupaten Enrekang pada Laston Lapis Antara Skolastiko Patinggi; Alpius; Olan Jujun Sanggaria
Paulus Civil Engineering Journal Vol 5 No 1 (2023): Paulus Civil Engineering Journal, Volume 5, No.1
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i1.606

Abstract

In the develompment of road construction and repair, it is necessary to aptimize it to support the welfare of the community, especially in Enrekang Regency which has the potential for producing materials in the form of aggregate or Matang River stone which according to him has never been used for road pavement. This study aims to determine the characteristics of the Matang River aggregate, ehat is the proportion of the AC-BC micture after carrying out the Conventional Marshall test and ehat are the result of the remaining Marshall Stbility (SMS) on the AC-BC mixture. The result of the study, the characteristics origanating from the Matang River have met the 2018 Bina Marga Spesification. According to the design of the AC-BC mixture, the coarse aggregate is 42.45%, the fine aggregate is 45.18%, the filler is 5.36% with an aptimum asphalt content of 7,00%. The Marshall immersion Stability value on the AC-BC mixture using Matang River aggregate meets the 2018 Highways Spesifications Division 6, which is 93.31% > 90%.
Pengaruh Variasi Panjang Serat Tebu Sebagai Bahan Tambah Terhadap Indeks Perendaman Campuran AC-BC Armin Pareang; Alpius; Benyamin Tanan
Paulus Civil Engineering Journal Vol 5 No 1 (2023): Paulus Civil Engineering Journal, Volume 5, No.1
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i1.612

Abstract

The purpose of this study was to determine the effect of varying the length of sugarcane fiber on the soaking index of the AC-BC mixture when used as an additive. Sugar cane fiber is an organic waste produced by sugar plantations. In the research, sugarcane fiber was used as an additive to the asphalt mixture as an asphalt binder. Through the Marshall immersion test, the AC-BC mixture was obtained with variations in the length of the sugarcane fiber 3 cm, 4 cm, 5 cm, 6 cm and 7 cm for the soaking duration of 0 .5 hours and 24 hours. This method uses several tests on the characteristics of the aggregate and filler materials, after which a design is carried out for the AC-BC mixture and the Marshall immersion test is carried out in order to obtain the immersion index (IP), residual strength index (IKS) and durability values. From the test results using the Marshall immersion test method within 0.5 hours and 24 hours, the AC-BC mixture was obtained with variations in the length of the sugar cane fiber of 3 cm, 4 cm, 5 cm, 6 cm and 7 cm. The Marshall test results for the AC-BC mixture obtained the Immersion Index (IP), Residual Strength Index (IKS), and Durability. From these tests, the average IP value for the 3 cm fiber length variation was 93.20%, for the 4 cane fiber length variation. cm, which is 93.35% for the 5 cm long variation of cane fiber, which is 95.15% for the 6 cm long variation of cane fiber, which is 95.81% and for the 7 cm long variation of cane fiber, which is 98.92%.
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.
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.
Pemanfaatan Agregat Sungai Latuppa Kecamatan Mungkajang Kota Palopo Dalam Campuran AC-WC Alpius; Lasty Dinulfi; Wendy
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.v5i3.701

Abstract

Jalan sebagai prasarana transportasi darat memberikan manfaat bagi masyarakat sehingga dapat dipergunakan dan mendukung dalam kegiatan sehari-hari seperti dalam bidang pendidikan, bisnis, kerja dan lainnya. Penelitian dengan penggunaan Batu Sungai Latuppa, Kecamatan Mungkajang, Kota Palopo pada campuran AC-WC dengan metode karakteristik terhadap filler, agregat halus dan kasar, lalu dilakukan penyusunan komposisi pada campuran AC-WC menggunakan uji Marshall. Berdasarkan pengujian diketahui bahwa karakteristik Agregat Sungai Latuppa dapat dikatakan memenuhi spesifikasi yang telah ditetapkan untuk bahan lapisan dari perkerasan jalan. Berdasarkan percobaan Marshall yang telah dilakukan, didapatkan spesifikasi campuran AC-WC dengan kadar aspal 5,5% sampai 7,5%. Untuk hasil KAO pada kadar 6,5% melalui Marshall Immersion test pada AC-WC didapatkan Stabilitas Marshall Sisa sebesar 95,85%.
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.
Co-Authors Agnis Irman E. Pakka Agus Tolla Londongsalu Aldi Randa Linggi Alfa Dionisius Patulak Alfianus Hanssel Alfindo Liling Antonius Tandirau Sombo Ardianto Palimbunga Pabia Ari Kusuma Arjuna Sanda Sau’langi Armin Pareang Arnol Mambela Benyamin Tanan Benyamin Tanan Bestari, Sufiati Bram Wisnu Caraka Jaya Gusta Salempa Charles Kamba Charles Kamba Chelia Febriyani Timbonga Cindy Pasilaputri Cyntia Sielviana Widya Lambe Darma Sapa' Deamayes Dede Novit Senolinggi Deli Lukin Desi Nurhayati Sampe Desi Sandy Dicky Josua Milenio Ambarura Diki Bangngalino Dodo P Randelabi Dody Pagewang Efraim Bunga Egipto Buli Elizabeth Elizabeth Elthon Faraknimela Eltrit Bima Fitrian Emil Loli Fani L Farrel Julian Jusuf Febe Priskila Supit Febrianto Febrianto Paembonan Ferlin Manguma Fhiladelvia Tandiayu Fretty Sumbung Parerung Gabriel Pabia Palimbunga Galantono Manggasa Gideon Rante Grace Hendra Pabisa Henry Gunawan Herman Welem Tanje Ika Apriyani Ika Apriyani Iknasisus Saroan Inggrid Max Batara Irene Sion Kondo Sosang Irianto Irpan Ivon Tambing Jacksen Rante Lebang James Alfrian James William Palayukan Johannes S. Tondok Kristiloresta Marianto Lasty Dinulfi Mardi Mangiri Marine Mariel Pongturunan Marten Pampanglangi Mary Selintung Mary Selintung Mary Selintung Maryadi Anan Lalembang Maylki Datu Bara Meitari, M.T.A Merdi Indra Asrinto Mita Palebangan Mita Rante Monika Datu Mirring Palinggi Morai, S Nari Ro'son Nelmayanti Sambo Newman Archimedes Salmon Nifre Dirgahayu Nikodemus Tandung Nilamsari Wendani Nobertus Pasambo Noviana Debi Olan Jujun Sanggaria Owen Irianto Bessoran Radjawane, Louise Elizabeth Rahmat Palebangan Rais Rachman Randi Frimus Madallo Retor Rante Tondok Rio Patrick Febryan Pude Robert Mangontan Roinaldy Sangle Rosiana Roy Cristian Ponglabba Roy Haryanto Menge Salma Borong Mallua' Samudra Tandiabang Sandhika Yuda Panggara Sismono Andys Skolastiko Patinggi Sri Yanti Sri Yuniarti Sujanri Sugama Simak Sukur Dian Permasi Tomi Kanallo Utami Arruantasik Demmalino Valentine Mangetan Wadyansah Pabisa Wendy Windra Tandi Payung Wona Grace Boro Yanti Yerikho Esak Panggalo Yoel Tabi Yorlan Victor Padatu Yosilpa Kiding Rupa Yospina Malingga