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Pengaruh Temperatur Pencampuran Terhadap Campuran AC-BC Dengan Menggunakan Batu Sungai Seriti Nobertus Pasambo; Alpius; Louise Elizabeth Radjawane
Paulus Civil Engineering Journal Vol 4 No 3 (2022): Paulus Civil Engineering Journal Volume 4 No.3
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (402.715 KB) | DOI: 10.52722/pcej.v4i3.522

Abstract

In the pavement layer temperature is very important in influencing the strength of the mixture on the asphalt. So if an asphalt mixture is not at the specified temperature, the bonds between the aggregates are reduced and will make the mixture weak. In this study, the intent and purpose was to test the mixing temperature of the AC-BC mixture using 5% asphalt. The methodology in this paper is the design of the AC-BC combination composition and also the Marshall immersion test in order to obtain the Marshall Residual Stability (SMS) value. From the research that has been done, it is obtained that the AC-BC mixture values in variations with mixing temperatures are 120℃, 130℃, 140℃, 150℃, and 160℃ with the value of Stability 1373.40, Flow 2.40 mm, VIM 3.46 %, VMA 15.27 %, FVB 77.33 %. Through a series of studies that have been carried out, it is concluded that the temperature in a mixture greatly affects the Marshall parameter value.
Pemanfaatan Bahan Tambah Karet Ban Bekas Pada Campuran Stone Matrix Asphalt Halus Sismono Andys; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 4 No 3 (2022): Paulus Civil Engineering Journal Volume 4 No.3
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v4i3.524

Abstract

Keberadaan limbah yang ada di sekitar lingkungan masyarakat menjadi salah satu permasalahan yang perlu diperhatikan secara khusus limbah karet ban bekas. Salah satu cara mengurangi penumpukan limbah agar tidak merusak lingkungan yaitu dengan memanfaatkan limbah tersebut sebagai bahan tambah dalam campuran perkerasan Stone Matrix Asphalt Halus, dalam pengujian ini digunakan salah satu pengujian marshall yaitu marshall konvensional untuk mengetahui tingkat kekuatan perkerasan dengan mengacu pada Spesifikasi Bina Marga 2018. Hasil yang didapatkan dari penelitian yaitu nilai stabilitas terbesar 916,54 kg, flow 2,56 mm, VIM 4,00 %, VMA 17,00 %, dan memenuhi Spesifikasi Bina Marga 2018 sebagai acuan teknis.
Pemanfaatan Bahan Tambah Karet Ban Bekas Pada Campuran Stone Matrix Asphalt Halus Sismono Andys; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 4 No 3 (2022): Paulus Civil Engineering Journal Volume 4 No.3
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v4i3.524

Abstract

Keberadaan limbah yang ada di sekitar lingkungan masyarakat menjadi salah satu permasalahan yang perlu diperhatikan secara khusus limbah karet ban bekas. Salah satu cara mengurangi penumpukan limbah agar tidak merusak lingkungan yaitu dengan memanfaatkan limbah tersebut sebagai bahan tambah dalam campuran perkerasan Stone Matrix Asphalt Halus, dalam pengujian ini digunakan salah satu pengujian marshall yaitu marshall konvensional untuk mengetahui tingkat kekuatan perkerasan dengan mengacu pada Spesifikasi Bina Marga 2018. Hasil yang didapatkan dari penelitian yaitu nilai stabilitas terbesar 916,54 kg, flow 2,56 mm, VIM 4,00 %, VMA 17,00 %, dan memenuhi Spesifikasi Bina Marga 2018 sebagai acuan teknis.
Karakteristik Batu Gunung Posi’padang Balla Kabupaten Mamasa Yang Menggunakan Campuran Laston AC-WC Marten Pampanglangi; Alpius; Charles Kamba
Paulus Civil Engineering Journal Vol 4 No 3 (2022): Paulus Civil Engineering Journal Volume 4 No.3
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v4i3.525

Abstract

This study aims to utilize the Posi'padang Balla rock in Mamasa Regency and determine the characteristics of the aggregate by using a mixture of Laston AC-WC. The research method used is an experimental method carried out in the laboratory by examining aggregate characteristics, examining asphalt characteristics, filler characteristics, AC-WC mixture composition, making test objects, testing conventional marshall ACWC mixtures, determining optimum asphalt content, and marshall immersion tests for AC mixtures. –WC. The results of the examination carried out in the Road and Asphalt Laboratory, Faculty of Engineering, Department of Civil, Indonesian Christian University Paulus Makassar, through the Marshall Conventional and Marshall Immersion test obtained the composition of the Laston AC-WC mixture, namely the optimum asphalt content of 5.50%, the coarse aggregate fraction 37.2%, the fraction fine aggregate 51.4%, and cement filler fraction 5.4% with values (stability, flow, VIM, VMA, VFB, MQ, IKS) met the 2018 Bina Marga specifications.
Durabilitas Campuran AC-BC dengan Menggunakan Batu Gunung Bou Buya Kabupaten Poso Darma Sapa'; Alpius; Charles Kamba
Paulus Civil Engineering Journal Vol 4 No 3 (2022): Paulus Civil Engineering Journal Volume 4 No.3
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v4i3.528

Abstract

Durability is a property that must be possessed by an asphalt mixture so that the mixture can withstand the influence of water. Apart from being caused by a high water content, this is also influenced by the quality of the material used in the pavement mixture. The purpose of the study was to determine the durability value of the AC-BC mixture with the use of Bou Buya mountain rock. To determine the effect of immersion time which varies 0.5; 12; 24; 36; 48; and 60 hours with a standard temperature of 60 OC. The test method is based on the specifications of Bina Marga Division 6 of 2018. The purpose of this research is to obtain the results of Stability and Flow which are used to obtain the Durability value. The average durability value for each immersion is 12; 24; 36; 48; and 60 hours is 97.64%-89.22%. The durability value at 12 hours to 48 hours immersion meets the specifications but at 60 hours immersion does not meet the specifications, namely at least 90%. The effect on the immersion time varied 0,5; 12; 24; 36; 48; and 60 hours with a standard temperature of 60°C, it can be concluded that if the mixture is soaked for a long time, the durability value (durability) will be smaller. This is due to the large number of pores and cavities filled with water, so the mixture is not impermeable to water or easily damaged.
Karakteristik Campuran AC-BASE yang Menggunakan Agregat Sungai Seriti Kabupaten Luwu Fretty Sumbung Parerung; Robert Mangontan; Alpius
Paulus Civil Engineering Journal Vol 4 No 3 (2022): Paulus Civil Engineering Journal Volume 4 No.3
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The purpose of this study was to determine the characteristics of the AC-Base mixture using aggregate from the Seriti River, Luwu Regency. The method used in this research is the Conventional Marshall Method to test the characteristics of the mixture and Marshall Immertion to determine the resistance of the mixture to weather and climate. The test results of Aggregate Characteristics from the Seriti River meet the requirements of the 2018 Bina Marga Specification to be used as an AC-Base Mixture with a combination of 60/70 penetration Asphalt and cement filler. The characteristics of the mixture with the composition of the mixture of coarse aggregate 53.21%, fine aggregate 36.75%, filler 4.54% and asphalt content of 4.5% to 6.5% all variables of the characteristics of the mixture meet the requirements. The results of the Marshall Residual Stability test, the AC-base mixture using Aggregate from the Seriti River has good resistance to weather and immersion in water for 24 hours.
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%.
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%.
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%
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