Alpius
Universitas Kristen Indonesia Paulus

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Pengaruh Sabut Kelapa sebagai Bahan Tambah Campuran AC-BC Menggunakan Batu Gunung Barani Retor Rante Tondok; Alpius; Monika D.M Palinggi
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (541.631 KB) | DOI: 10.52722/pcej.v3i4.344

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One of the uses of Coconut Coir as a paved mixture, currently has been widely used a variety of added ingredients to mixtures. This study is intended to find out the characteristics of AC-BC mixtures that use coconut coir added ingredients and also to find out the AC-BC mixture. The method used is conventional Marshall immersion obtained ac-BC mixture with coconut coir content as a added material that is 0%, 1%, 2%, 3%, 4% with asphalt content of 5%. As for the characteristic influence on each mixed composition, if the level of Coconut Coir increases, then the stability value is obtained 1300.74-2354.10 and VFB 72.28-75.70 which is increasing, while for vim values 4.18-3.52, flow 3.50-2.33 and VMA 15.08-14.49 which decreases. From the test results it can be concluded that the AC-BC mixture using the added ingredients of Kelapa Cout has fulfilled the general specification of bina marga 2018.
Pemanfaatan Batu Sungai Pattunuang Kabupaten Maros Pada Campuran AC-BC Yerikho Esak Panggalo; Alpius; Louise Elizabeth Radjawane
Paulus Civil Engineering Journal Vol 4 No 1 (2022): Volume 4 No.1, Maret 2022
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (375.337 KB) | DOI: 10.52722/pcej.v4i1.374

Abstract

In the transportation of the development of road-building and improvements are also increasing for the welfare of the community. This research aims to find out how the aggregate characteristics of the Pattunuang River of Maros Regency, asphalt characteristics, weight of filler types, and mixed characteristics. The method used is the conventional Marshall method to obtain the properties of the mixture, Marshall Immersion to obtain Marshall Stability from the remaining mixtures. The results of the study showed that the characteristics of pavement materials in the form of Pattunuang River Stone Maros Regency meet the technical requirements as a pavement material. Through the design of the mixture AC-BC coarse aggregate 42.82%, fine aggregate 45.73%, filler 5.45% dan optimum asphalt rate 6.00%. The mixed properties of AC-BC are Stability, flow, VIM, VMA, and VFB that meet the Bina Marga Specification 2018. Through testing Marshall Immersion mix AC-BC with Aspal Optimum content of 6.00% obtained Residual Marshall Stability of 91.69 % meets Bina marga specification 2018 at least 90%.
Characteristics of AC-Base Mixture Using River Stone When Pitu Riase District, Sidrap Regency Johannes S. Tondok; Alpius; Ika Apriyani
Paulus Civil Engineering Journal Vol 4 No 1 (2022): Volume 4 No.1, Maret 2022
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (310.355 KB) | DOI: 10.52722/pcej.v4i1.376

Abstract

Aggregate is one of the key components that determine abilities dry carry a load of traffic if it is a river in Sidrap County with aggregates of rock and sand, potentially used as paving materials. The point of this study is to know the characteristics of river aggregate Bila, the characteristics of asphalt, the characteristics of filler, and the composition of the mixture and the AC-Base mixed characteristics. To find out the purpose of this study, conducted examinations and testing in the laboratory according to the general specifications of the 2018 Highways construction maintenance, using conventional marshall and Marshall Immersion methods. As for inspection and testing of aggregate characteristics, asphalt and fillers meet the specifications as paving materials for the road. Throughout AC-Base compound design acquired crude aggregate 53,42%, soft aggregate 37,00%, filler 4,58% with optimum asphalt 5,00%. The mixture characteristics of stability, flow, VIM, VMA, and VFB that use conventional marshall methods, and the marshall stability value are leftover from the test marshall immersion meet general specifications of the 2018 Highways construction maintenance that is 96,52% ≥ 90,00%.
The Effect of Styrofoam as an Additive to AC-WC Mixture in Batu Sungai Tetean, Mamasa Regency Samudra Tandiabang; Alpius; Elizabeth
Paulus Civil Engineering Journal Vol 4 No 1 (2022): Volume 4 No.1, Maret 2022
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (353.465 KB) | DOI: 10.52722/pcej.v4i1.380

Abstract

Roads are a very important need for the community of Mamasa Regency, so research is carried out on the Tetean river stone whether it is suitable for use as pavement for Asphalt Concrete-Wearing-Course mixture. The methodology in this research is to perform a series of tests on the characteristics of coarse, fine aggregate, filler, and asphalt then design the composition of the AC-WC mixture and Marshall immersion test for the characteristics of the mixture. The results showed that the characteristics of the AC-WC mixture using Tete River Stone and styrofoam as added materials through the Marshall test obtained the mixed characteristic values, namely stability, flow, VIM, VMA, and VFB all met the General Specifications of Highways 2018. The effect of adding styrofoam to the mixture AC-WC is able to fill voids in the mixture which makes the voids smaller, making the bonds between the aggregates stronger so that with the addition of Styrofoam the mixture becomes more watertight/resistant to water, weather and traffic loads.
Utilization of Mount Osu Lombebua Stone in South Konawe Regency for Aus Layer Laston Mixture Alfa Dionisius Patulak; Alpius; Monika Datu Mirring Palinggi
Paulus Civil Engineering Journal Vol 4 No 1 (2022): Volume 4 No.1, Maret 2022
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (394.737 KB) | DOI: 10.52722/pcej.v4i1.381

Abstract

The utilization of Osu Lombebua mountain rock aggregate, South Konawe Regency has not been optimally utilized as a material in road pavement, especially in the Aus Layer Laston, starting from a problem, it is necessary to conduct research by conducting a series of characteristic tests with reference to the 2018 Highways Specification Standard. The characteristics of the Aus Layer Laston mixture by utilizing the rock aggregates of Mount Osu Lombebua, by knowing the characteristics of the aggregate, asphalt, and filler, then designing the composition of the mixture and making a test object in the form of Aus Layer Laston and the test Marshall Conventional for determining KAO after that making KAO test objects for Stability Marshall Time (SMS). The results of the study indicate that the characteristics of the pavement material in the form of rock aggregates of Mount Osu Lombebua, South Konawe Regency have met the General specifications of the Directorate General of Highways 2018. Based on the test of the characteristics of the mixture, Marshall Conventionalthe values ​​of Stability, flow, Void In Mix (VIM), Void In Mix Aggregate (VMA), and Foid Filled Bitumen (VFB) all meet the General Specifications of Highways 2018. Marshall Immersion test (Stability Marshall Remaining) on a mixture of meets the General Specifications of Highways 2018, where the value of Stability Marshall Remaining is 96,78 ≥ 90%.
Karakteristik Campuran AC-BC Yang Menggunakan Batu Sungai Sadang Kecamatan Duampanua Kabupaten Pinrang Nifre Dirgahayu; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 4 No 1 (2022): Volume 4 No.1, Maret 2022
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (345.781 KB) | DOI: 10.52722/pcej.v4i1.383

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Technological developments in the field of civil engineering, especially roads, are growing rapidly along with the times. However, the lack of availability of materials used in construction is a problem that needs to be addressed. Therefore, in this study, we tested the Sadang River stone as an aggregate that could be utilized in the pavement mixture, especially the AC-BC layer by using the marshal test method with reference to the 2018 Bina Marga specification. The results obtained from this study were the stability value of 1190,28 kg. -1545,08 kg, flow 2,35 mm -3,85 mm, VIM 4,335% - 3,098%, VMA 14,64% - 18,26%, VFB 70,39% - 83,03%.
Karakteristik Campuran AC-WC Menggunakan Batu Sungai Sangtanete Dan Bahan Tambah Kantong Plastik Fhiladelvia Tandiayu; Robert Mangontan; Alpius
Paulus Civil Engineering Journal Vol 4 No 1 (2022): Volume 4 No.1, Maret 2022
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (306.424 KB) | DOI: 10.52722/pcej.v4i1.385

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The accumulation of plastic waste in Indonesia is increasing and will damage the environment around us if there is no proper handling. Therefore, to reduce the impact of the accumulation of plastic waste, a study was carried out to utilize the waste as an added material that can be used in the Laston AC-WC mixture, with the aim of knowing how the characteristics and effects of adding plastic waste in the pavement mixture using the conventional Marshall method and referring to Specifications of Highways 2018. The results obtained are stability values of 1757 kg, VIM 4.80%, flow 3.51 mm, VMA 16.18%, VFB 70.12%. All research results meet the specifications set by Bina Marga 2018.
Pengaruh Abu Limbah Rak Telur Sebagai Substitusi Filler Dalam Campuran Laston AC-WC James William Palayukan; Alpius; Charles Kamba
Paulus Civil Engineering Journal Vol 4 No 2 (2022): Paulus Civil Engineering Journal Volume 4 No.2
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (422.067 KB) | DOI: 10.52722/pcej.v4i2.446

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This study was intended to determine the characteristics of the mixture of worn-out concrete with the addition of egg rack ash as a substitute for cement filler in the mixture of worn-out concrete. The method in this research is to carry out a series of tests, namely testing the characteristics of egg tray ash where the characteristics of egg tray ash are checking the specific gravity of egg tray ash. Then designing the composition of the worn-out lastton mixture and Marshall testing to get the characteristics of the worn-out laston mixture with the addition of egg tray ash as a cement filler substitution, with a composition of 0%, 25%, 75%, and 100% egg tray ash content using General Specifications of Bina Marga 2018. At 0% and 25% egg tray ash content, the stability, flow, VIM, VMA, VFB values ​​met the specifications. At 50% ash content Stability, flow, VIM, VFB meet the specifications, while VMA does not meet. At 75% ash content and 100% stability value, VIM, VFB met the specifications, while flow and VMA did not meet the specifications. The characteristics of the worn layer Laston mixture with the substitution of egg tray ash filler with cement only at a 25% ash content that meets the General Specifications of Bina Marga 2018.
Pengaruh Styrofoam Sebagai Bahan Tambah Campuran AC-BC Batu Sungai Tetean Kabupaten Mamasa Desi Nurhayati Sampe; Alpius; Elizabeth
Paulus Civil Engineering Journal Vol 4 No 2 (2022): Paulus Civil Engineering Journal Volume 4 No.2
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (469.573 KB) | DOI: 10.52722/pcej.v4i2.448

Abstract

Tetean River is a river located in Mamasa Regency, West Sulawesi. In this study, one of the efforts to improve the quality of the AC-BC mixture so that the service life remains stable is by utilizing styrofoam as an additive in the asphalt mixture. Styrofoam is white cork or a type of foam that is often found around in the form of cork that supports electronic goods which has a high economic value because it can be recycled, cheap and practical. Styrofoam is flexible, difficult to decompose, resistant to acids and bases and salts. Styrofoam content used is 0%, 2%, 4%, 6%, and 8%, of the asphalt weight. With the aim of understanding the characteristics of the AC-BC mixture using Styrofoam waste added material, to obtain the marshall stability value of the remaining AC-BC mixture and to determine the effect of Styrofoam on the AC-BC mixture. The test carried out was the AC-BC mixture test using the Marshall method (SNI 06-2489-1991). From testing the characteristics of the AC-BC mixture with Styrofoam added 0% - 8%, using the Conventional Marshall test it has met the general specification standards of Bina Marga 2018 and the value of the remaining Marshall stability obtained using the Marshall Immersion test is 96.48%.
Pemanfaatan Batu Sungai Leoran Kecamatan Cendana Kabupaten Enrekang Sulawesi Selatan Pada AC-WC Tomi Kanallo; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 4 No 2 (2022): Paulus Civil Engineering Journal Volume 4 No.2
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (591.344 KB) | DOI: 10.52722/pcej.v4i2.454

Abstract

This study aims to determine the characteristics of the material, the composition of the AC-WC mixture, the use of the AC-WC mixture, and determine the IKS value of the stone of Sungai Leoran, Pinang Village. Testing the characteristics of aggregate, asphalt, and filler then designing LASTON AC-WC followed by conventional Marshall testing and Marshall Immersion testing is the method used. The results of this study indicate that the material from the Leoran River meets the specification standards in road pavement work. The composition used for the AC-WC mixture is 36.75%, fine aggregate 50%, filler 5.75%, with KAO of 7.50%. The Residual Strength Index is 96.57% with a KAO of 7.50%. The results of the study meet the standard specifications, namely obtaining a Residual Strength Index value of 96.57% with an OAC of 7.50%.
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