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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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Pengaruh Perendaman Terhadap Durabilitas Campuran AC-Base Menggunakan Batu Sungai Batupapan Kecamatan Telluwanua Alfindo Liling; Alpius; Ika Apriyani
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

This test aims to determine the durability value of the crushed stone material obtained from the Batupapan River, Telluwanua. Marshall's soaking method is used to determine the durability of this Laston AC-Base mixture. The duration of soaking used is 30 minutes to 48 hours with a stability value of 2455.26 kg – 2136.08 kg, a flow value of 3.30 mm – 4.60 mm, and for a durability value at a duration of 30 minutes to 36 hours is still below the maximum value of durability (below 90%) while 48-hour soaking does not meet (above 90%).

Pengaruh Styrofoam Bekas pada Campuran AC-WC Menggunakan Batu Sungai Teik Toraja Utara Febrianto Paembonan; 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

Styrofoam is a material that has the same additive properties as asphalt, namely thermoplastic, and is a new binder Styrofoam as an added material, which has the aim of knowing the characteristics of the AC-WC mixture using Teik river aggregate with raw materials. The characteristics of the AC-WC mixture using used Styrofoam added through the Conventional Marshall test obtained the largest average VIM value at 1% = 4.21%, for the FLOW value the largest average value was obtained at 1% = 3.50 , for the VMA value the largest average value was obtained at 1% = 17.83, for the VFB value the largest average value was obtained at 5% = 80.87 and stability obtained the largest average value at 5% = 1559 , 48 has met the 2018 Highways Standard. The effect of adding used Styrofoam to the AC-WC mixture greatly affects the Flow, VIM, VMA, VFB and Stability values.

Pengaruh Penambahan Limbah Styrofoam Terhadap Karakteristik Campuran AC-WC Jacksen Rante Lebang; 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

This study was conducted to find out the characteristics of the mixture with the addition of Styrofoam waste in the AC-WC mixture. The test was marshalled. From the results of testing on the AC-WC mixture with the addition of styrofoam waste, conventional marshall method obtained mixed characteristics with stability, flow, VIM, VMA and VFB values that have qualified in bina marga standard 2018. Styrofoam waste greatly affects the values of stability, flow, VIM, VMAs, and VFBs. The use of styrofoam waste levels that makes the cavity in the mixture becomes small so that the mixture can be more resistant to water, but the strength of the mixture decreases due to increasing levels of Styrofoam waste so that the cavity in the mixture is filled with styrofoam waste grains that have dissolved and mixed with asphalt which resulted in asphalt is not effective in binding aggregates so that the strength of the mixture becomes reduced.

Karakteristik Campuran SMA Kasar Menggunakan Batu Sungai Siwi Desa Minanga Kabupaten Mamasa Sujanri Sugama Simak; 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

This research aims to utilize Siwi River stones in a mixture of the Rough Asphalt Stone Matrix (SMA). The methodology in this study is the Conventional Marshall and Marshall Immersion methods that produce characteristic values of Siwi River rocks, fillers, stability, flow, VIM, VMA, and SMS (Residual Marshall Stability), as well as optimum asphalt levels (KAO). After calculating the asphalt content, it is used asphalt levels of 6.00%, 6.25%, 6.50%, 6.75%, and 7.00%. The test results obtained a rough aggregate number: of 72%, fine aggregate: of 12.50%, filler: of 8.50%, and SMS: of 95.10% with the use of KAO of 7.00%.

Pemanfaatan Limbah Serat Tebu Pada Campuran Stone Matrix Asphalt Yang Menggunakan Batu Sungai Antonius Tandirau Sombo; Alpius; Sufiati Bestari
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

This study was intended to determine the characteristics of Stone Matrix Asphalt (SMA) using Tandung river stone, North Toraja Regency with added sugarcane fiber waste with levels of 0%, 1%, 2%, 3% and 4%. The methodology of this research is to test the characteristics of coarse, fine, and filler aggregates and then design the composition of the Stone Matrix Asphalt (SMA) mixture with the addition of sugarcane fiber waste and also conventional Marshall testing to determine the characteristics of the mixture and the Marshall Immersion testing to obtain residual Marshall stability values. The results of the Marshall immersion test for the Stone Matrix Asphalt mixture with the optimum sugarcane fiber waste content of 4,00% obtained the remaining marshall stability/ durability of 95,45% meeting the general specifications of Bina Marga 2018.

Durabilitas Campuran AC-BC Yang Menggunakan Agregat Limbah Beton Arnol Mambela; 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

This study aims to determine the value of stability, flow and the effect of immersion time on the durability of the AC-BC mixture by using time variations by utilizing Concrete Waste aggregate based on laboratory testing. The method used in this study is the Marshall method to determine the strength of the mixture after immersion. From the results of research conducted through the marshall immersion test with immersion duration of 0.50 hours, 12 hours, 24 hours, 36 hours, 48 hours, and 60 hours. The results of the marshall immersion test showed that the stability value was between 1053.36 Kg - 1304.73 Kg, the flow was between 2.58 mm - 3.00 mm, and the immersion duration was obtained which affected the durability where the longer the immersion duration the smaller the stability value and the lower the stability value. flow is getting bigger.

Durabilitas Campuran Laston Lapis Aus Menggunakan Agregat Limbah Beton Yoel Tabi; 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

Infrastruktur yang paling utama yang sangat memberikan pengaruh besar adalah jalan,karena sifatnya yang memudahkan pengguna jalan untuk biasa berpindah tempat.Oleh sebab itu diperlukan ketahanan dan keawetan yang cukup agar lapisan perkerasan jalan menjadi konstruksi tumpuan utama kendaraan. Pada percobaan pengujian ini menguji bagaimana pengaruh perendaman terhadap sifat durabilitas campuran laston lapis aus. Metode yang digunakan adalah metode marshall analisis campuran dan marshall immersion untuk mengetahui kekuatan campuran setelah dilakukan perendaman. Dengan menggunakan metode pengujian durabilitas standar, didapatkan hasil penelitian yang dilakukan melalui uji perendaman dengan durasi perendaman 0,50 jam-60 jam. Hasil pengujian perendaman marshall lapis aus didapatkan nilai stabilitas rata-rata antara 1030,5 kg- 1216,99 kg, flow rata-rata antara 2,62 mm-3,01 mm dan durabilitas antara 85,05%-97,20%. Sehingga tingkat ketahanan campuran akan terus mengalami penurunan dengan bertambahnya waktu perendaman.

Pemanfaatan Batu Sungai Karawa Kabupaten Pinrang Sebagai Agregat Campuran Laston Lapis Antara Egipto Buli; Alpius; Louise Elizabeth Radjawane
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

Utilization of local materials for road building materials needs not to be optimized, especially around the Karawa area, so that currently road building materials are still using materials from other regions. This study aims to determine the characteristics of the Karawa River stone, asphalt characteristics, specific gravity of the filler and to obtain the composition of the mixture, as well as the characteristics of the mixture through the conventional marshall test and the marshall immersion test used to determine the stability of the remaining marshall using optimal asphalt content. The results showed that the characteristics of the pavement material in the form of river stone from the Karawa River in Pinrang Regency as an intermediate mixture aggregate met the requirements for road pavement material. The characteristics of the intermediate mixture with asphalt content of 5.0%, 5.5%, 6.0%, 6.5%, and 7.0% were determined using the Marshall test. The remaining marshall stability of 97.47% meets the 2018 Bina Marga standard, which is at least 90%, through the results of the marshall immersion test for layers between asphalt mixtures with an optimum asphalt content of 6.0%.

Pemanfaatan Agregat Sungai Masanda dalam Campuran AC – WC dengan Bahan Pengisi Abu Buah Aren Salma Borong Mallua'; 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

One of the ingredients that can be used as a filler in the AC - WC mixture is palm fruit ash. The ease of obtaining palm fruit ash is one of the factors in choosing to use this material and can also provide beneficial value for palm tree fruit waste. Palm trees are plants that can be found in tropical areas such as in Indonesia. This study was conducted to determine the use of substitutes for palm fruit ash content which can improve the physical properties of the AC-WC paved mixture and find out changes in the physical properties of concrete asphalt due to the addition of palm fruit ash and how much the carrying capacity of the test object is. This study aims to determine the characteristic value of the AC-WC mixture if you use palm fruit ash as a filler and to determine the effect of palm fruit ash filler on the AC-WC mixture. Testing the characteristics of coarse, fine aggregates, fillers and asphalt is the method used in this study which then designed the composition of the AC- WC mixture on masanda river stones as well as Marshall immersion testing to obtain Residual Marshall Stability. The test results of Marshall Immersion on the AC-WC (Asphalt Concrete-Wearing Course) mixture can be seen at an asphalt content of 7% with a residual marshall stability value of 94.91%. which means that it has met the 2018 Bina Marga specification standard, which is ≥90%.

Karakteristik Campuran Stone Matrix Asphalt Kasar dengan Bahan Tambah Kadar Ban Bekas Diki Bangngalino; 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

This study aims to determine the characteristics of a mixture of coarse Stone Matrix Asphalt with the addition of used rubber, as well as to determine the effect of adding prohibited rubber to a mixture of coarse Stone Matrix Asphalt, which uses aggregates from the Sa'dan River, Sesean District, North Toraja. The method in this study is Marshall Conventional to obtain the characteristics of Coarse Asphalt Matrix Stone. The test results of characteristics, asphalt characteristics, and specific gravity of the filler meet the requirements for road pavement materials. The results of the mixed characteristics of the Coarse Asphalt Stone Matrix, namely Stability, Flow, VIM and VMA, all meet the General Specifications of Highways 2018 with a minimum limit of 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

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