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All Journal FROPIL (Forum Profesional Teknik Sipil) Paulus Civil Engineering Journal

Alpius

Universitas Kristen Indonesia Paulus

Author-ID : 5375039

Civil Engineering, Building, Construction & Architecture Transportation

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Pemanfaatan Agregat Sungai Pucak Kabupaten Maros Untuk Campuran Laston Lapisan Aus Yospina Malingga; Robert Mangontan; Alpius
Paulus Civil Engineering Journal Vol 3 No 3 (2021): PCEJ, Vol.3, No.3, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The purpose of this test is to determine the aggregate characteristics of the Pucak river as Aus Layer Laston Mixture. So, several series of studies were used, starting from testing aggregates (coarse and fine), asphalt and filler, then making compositions to making samples of Laston Wear Layer. The results of this study are to determine the characteristics of the pavement material using aggregate from the Pucak River Maros Regency to meet the requirements of the 2018 General Bina Marga specification, to be used in road layers. Based on the Conventional Marshall test, the Stability, Meltability (flow), Void In Mix (VIM), Void In Mix Aggregate (VMA), and Foid Filled With Bitumen (FVB) all values obtained meet the General Specifications of Highways 2018. And testing Marshall Immersion in the Aus Layer Laston mixture meets the 2018 Highways General Specifications, where the value of the Marshall Remaining Stability is 94.50 ≥ 90%.

Characteristic Test of AC - WC Mixture Using Tambolang Rock, North Toraja Regency Merdi Indra Asrinto; Alpius; Sufiati Bestari
Paulus Civil Engineering Journal Vol 3 No 2 (2021): Paulus Civil Engineering Journal Volume 3, Nomor 2, Juni, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Material testing was carried out to obtain the characteristic value of the AC-WC mixture using the TamboIang mountain rock aggregate. The methods used are testing coarse aggregate, fine aggregate, filler, aspaI with the composition design of the aspaI content for AC-WC and then testing conventional marshaII as a determinant of the optimum asphalt content, after which the KAO specimen is made to obtain Remaining MarshaII Stability (SMS). The results of the aggregate characteristic test from the Tambolang mountain rock, North Toraja Regency have met the general specifications of Bina Marga as an AC-WC mixture where conventional marshaII testing with asphaIt content is 5.5%,6.0%, 6.5%, 7.0% , 7.5% and the resuIts of the MarshaII immersion test with KAO for AC-WC is 7.5% with the remaining MarshaII Stability (SMS) value of 96.52%. From the resuIts of this test, it can be concIuded that the aggregate from Mount Tambolang, has met the General Bina Marga Specifications 2018.

Pengujian Karakteristik Laston Lapis Antara Menggunakan Batu Gunung Sopai Kabupaten Toraja Utara Henry Gunawan; Alpius; Charles Kamba
Paulus Civil Engineering Journal Vol 3 No 2 (2021): Paulus Civil Engineering Journal Volume 3, Nomor 2, Juni, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This study was intended to test the characteristics of the Laston Lapis Antara mixture using the rock of Mount Sopai, North Toraja Regency. According to Laboratory tests, this research used method carry out part of series of characteristic test on the coarse of aggregate, fine of aggregate, fiIIer then asphaIt, and composition design of the mix, when do the MarshaII testing with the Laston mixture in the middIe or intermediate layer and the optimaI bitumen content, the residuaI is obtained. MarshaII stabiIity of the mixture. Road and AsphaIt Laboratory of CiviI Engginering, Christian University of lndonesia PauIus, show that the characteristics of the sampeI materiaI of Sopai rocks in North Toraja Regency have met the GeneraI Provisions of Bina Marga 2018, as a road surface coating. Through the marshaII test, the characteristics of the Laston Lapis Antara Mixture were obtained with pitch IeveIs of 5.00%, 5.50%, 6.00%, 6.50% and 7.00%. the resuIts of the MarshaII Laston Lapis Antara mix immersion test with the best asphaIt content of 5.50%, the remaining MarshaII stabiIity is 98.83% which meets the generaI specifications of Bina Marga 2018 at least 90%.

Pemanfaatan Batu Gunung Sopai Kabupaten Toraja Utara Dalam Campuran Laston Lapis Aus Wadyansah Pabisa; Alpius; Charles Kamba
Paulus Civil Engineering Journal Vol 3 No 2 (2021): Paulus Civil Engineering Journal Volume 3, Nomor 2, Juni, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This research study is intended to obtain the characteristic test results of the Laston Lapis Aus Sopai mountain rock which aims to determine the characteristics of laston lapis wear. According to the laboratory test, the method used in this research is to perform several characteristic tests, namely coarse aggregate, fine aggat, fiIIer with aspaI, then design the composition and then test MarshaII with a mixture of Laston Lapis Aus and optimal aspaI levels, the remaining MarshaII stability from the mixture is obtained. The result of the research on pavement form materials for the Sopai rock road in North Toraha Regency has fulfilled the 2018 General Bina Marga Provisions, as a layer of the road surface. From the results of the tests that have been carried out for Laston layers of Aus with levels of 5.50%, 6.00%, 6.50%, 7.00% and 7.50%. The results of the Marshall Laston Lapis Aus immersion test for the best bitumen content of 7.50%, the remaining Marshall stability is 99.35%, which is included in the requirements, namely at least 90%.

Karakteristik Campuran AC-BC Yang Menggunakan Batu Sungai Sadang Kelurahan Batupapan Kecamatan Makale Ardianto Palimbunga Pabia; Alpius; Monika D.M Palinggi
Paulus Civil Engineering Journal Vol 3 No 2 (2021): Paulus Civil Engineering Journal Volume 3, Nomor 2, Juni, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This research was conducted to determine the characteristics of the AC-BC mixture where the materiaI used came from the Sadang River rock, Batupapan Sub-district, MakaIe District, which went through a Iaboratory testing process. In the Iaboratory, the tests carried out incIude testing the characteristics of the aggregate, which in this test can be further divided into 3 tests, nameIy testing the characteristics of coarse aggregate, fine aggregate and fiIIer. After the aggregate characteristic test is carried out, the next test is the asphaIt characteristic test. Then do the design of the composition of the mixture in such a way as to get the totaI mixture to be made of the test object which is processed through ConventionaI MarshaII testing which aims to make KAO test objects. The KAO specimen that has been tested wiII be worked on to obtain the Remaining MarshaII StabiIity. From the MarshaII test resuIts, it was found that the vaIue for the characteristics of asphaIt was 5% to 7% which had passed the test based on the predetermined standard, nameIy the Bina Marga standard. So the use of aggregates from the Sadang River can be used for testing asphaIt mixtures. The yieId of residuaI MarshaII StabiIity (SMS) of 97.78% was obtained from the MarshaII immersion test and the optimum asphaIt content for AC-BC used was 6%. The concIusion that can be drawn is that the use of aggregates from the Sadang River, Batupapan Sub-district, MakaIe District, Tana Toraja meets the GeneraI Specifications of the 2018 Highways Specifications to become a materiaI that can be used in road pavement.

Penggunaan Limbah Beton Sebagai Agregat Pada Campuran Stone Matrix Asphalt Halus Grace; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Concrete waste in Indonesia in general has not been used properly and is left without any handling which will cause its own problems for the environment, therefore it needs processing so that it can be used as a more useful material. This study aims to determine the characteristics of the concrete waste to be used in the Stone Matrix Asphalt mixture, determine the composition of the Stone Matrix Asphalt mixture using concrete waste and determine the ability of the mixture to influence temperature and water after immersion. The research methodology uses the Conventional Marshall method to obtain the characteristics of the waste concrete used in the mixture of Stone Matrix Asphalt and Marshall Immersion to obtain the Marshall Residual stability value. The results showed that the aggregate characteristics of the waste concrete met the requirements for the mixture of road pavements. Based on the mixed composition design, the composition of the mixture obtained for asphalt content is 6.00%, coarse aggregate is 69.50%, fine aggregate is 16.00%, and filler is 8.50. The use of a mixture of Stone Matrix Asphalt Smooth through testing Characteristics of the Conventional Marshall mixture obtained Stability, Meltability (flow), Void In Mix (VIM), Void In Mix Aggregate (VMA) values, meet the specifications, Marshall Immersion test results obtained an immersion index of or Residual Strength 92.02% means that the mixture is resistant to the duration of immersion.

Pemanfaatan Batu Sungai Apanang Kecamatan Marioriwawo Kabupaten Soppeng Sebagai Agregat Pada Campuran AC-BC Randi Frimus Madallo; Robert Mangontan; Alpius
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Road construction generally uses materials that come from nature and until now almost all road infrastructure works have brought in materials from other places. This study was intended to test the characteristics of the AC-BC mixture using the Apanang River aggregate based on laboratory testing. The test method used is the conventional marshall test which is used to obtain the KAO value, after that, the test object is made for the KAO to obtain the Marshall Residual Stability. The test results show that the aggregate characteristics of the Apanang River, Soppeng Regency, meet the Bina Marga Specifications standard as an ingredient for the AC-BC mixture. In accordance with the results of the conventional Marshall test, the values of VIM, VMA, stability, flow and VFB meet the General Specifications of Highways in 2018. And from the results of the Marshall Immersion test, a value of 92.59% is obtained with an asphalt content of 6.00% and has met the General Specifications. Highways in 2018.

Karakteristik Campuran AC-BC Menggunakan Batu Sungai Salo Pattejang Kecamatan Bungoro Kabupaten Pangkep Dicky Josua Milenio Ambarura; Alpius; Elizabeth
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Transportation infrastructure in the form of roads is one of the elements that is quite important in the development of an area that is experiencing very rapid development. Therefore, in the construction of road pavements, the best possible aggregate is obtained from the surrounding location which should be utilized as much as possible for the construction of road pavements. This study aims to determine the characteristics of the AC-BC mixture using the Sallo Patttejang river rock, Bungoro District, Pangkep Regency, to determine the composition of the AC-BC mixture and to determine the Marshall characteristics, the remaining Marshall stability in the AC-BC mixture. This research was conducted using the Marshall Method. Based on the results of the study, it can be seen that the KAO value is at 6% asphalt content, and the Stability value at KAO is 1544.13 Kg, VIM is 4.16%, flow is 2.50 mm, VMA is 17.21%, and VFB by 75.82%. These results indicate that all the characteristic parameters of the AC-BC mixture, namely stability, flow, VIM, VMA, and VFB all meet the General Specifications of Highways 2018.

Pemanfaatan Abu Limbah Bonggol Jagung Sebagai Bahan Substitusi Filler Untuk Campuran AC-WC Arjuna Sanda Sau’langi; Alpius; Herman Welem Tanje
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Asphalt mixtures can be modified by adding different types of mixtures, ranging from chemical additives, natural materials, and waste waste. This study was intended to find out the characteristics of ac-wc mixtures that use corn weevil ash into filler substitution material. The method used is to perform a series of characteristic tests of corn weevil ash fillers and then the manufacture of AC-WC mixed test objects and marshall testing. From testing the characteristics of the AC-WC mixture obtained Stability 0%-100%: 1110.17kg - 1436.40kg for Flow 0%-100% : 2.41mm - 3.47mm for VIM 0%-100% : 3.21% - 4.16% for VMAs 0%-100%: 14.56% - 15.72% and for VFB 0%-100% : 73.55% - 77.96%. From the test results it can be concluded that the mixture of AC-WC with the substitution of corn weevil ash fillers that meet the general specification of bina marga 2018 is from a rate of 0%-60%.

Kadar Aspal Optimum Laston Lapis Aus Menggunakan Abu Jerami Sebagai Pengganti Filler Nikodemus Tandung; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Asphalt as a binder in the LASTON mixture in flexible pavement system has very important influence on design life of the pavement. Therefore, the use of asphalt content is very important as well as the use of straw waste as filler substitute.The method this study is in accordance with the specifications the Bina Marga 2018. The results showed that all the characteristics of the mixture, stability, flow, VIM, and VFB meet the Bina marga 2018 specifications and VMA at asphalt levels of 5.0% -5.5% don’t meet specifications and VMA at asphalt levels 6.0% -7.0% meets specifications. Where the asphalt content used is 5.0%, 5.5%, 6.0%, 6.5%, and 7.0%. The optimum asphalt content obtained is asphalt content 7.0%.

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

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