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Elizabeth
Fakultas Teknik Sipil Universitas Kristen Indonesia Paulus
Civil Engineering, Building, Construction & Architecture Transportation

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Karakteristik Campuran Laston Lapis Antara Yang Menggunakan Batu Sungai Balebo Kecamatan Masamba Deli Lukin; Alpius; Elizabeth
Paulus Civil Engineering Journal Vol 3 No 1 (2021): Volume 3, No.1, Maret 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (467.538 KB) | DOI: 10.52722/pcej.v3i1.212

Abstract

Pada penelitian ini, agregat yang digunakan dalam campuran laston lapis antara yaitu agregat yang berasal dari sungaii Balebo kecamatan Masamba sehingga perlu diuji karakteristik agregatnya. Metode yang digunakan daIam peneIitian ini antara Iain menguji karakteristik agregat kasar, agregat haIus, aspal dan fiIIer dan harus memenuhi persyaratan yang mengacu pada spesifikasi umum Bina Marga 2018 (Revisi 6) Departemen Umum Republik Indonesia dan standard pengujian SNI, untuk itu dilakukan beberapa pengujian karakteristik sebelum melakukan rancangan komposisi campuran laston lapis antara untuk pembuatan benda uji campuran laston lapis antara. Setelah itu benda uji akan di uji Marshall untuk mengetahui karakteristik dari campuran laston lapis antara tersebut. Nilai Stabilitas Marshall sisa didapatkan melalui pengujian Marshall Imertion yang menggunakan kadar aspal optimum (KAO) dari hasil pengujian Marshall. Hasil penelitian karakteristik bahan parkerasan yang digunakan telah memenuhi persyaratan yang mengacu pada spesifikasi umum Bina Marga 2018 melalui hasil penelitian ini memperlihatkan bahwa agregat sungai balebo kecamatan masamba dapat digunakan sebagai bahan lapisan perkerasan jalan campuran laston lapis antara. Karakteristik campuran laston lapis antara didapatkan melalui pengujian Marshall dengan kadar aspal 5,00%, 5,50%, 6,00%, 6,50% , 7,00%. Pada kadar aspal optimum 6,00 % didapatkan nilai Stabilitas Marshall Sisa yaitu 96,87 % yang telah IoIos persyaratan yaitu ≥90 %.
Studi Pemanfaatan Batu Sungai Sibangke Kabupaten Toraja Utara Pada Campuran SMA Kasar Farrel Julian Jusuf; Alpius; Elizabeth
Paulus Civil Engineering Journal Vol 3 No 1 (2021): Volume 3, No.1, Maret 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (396.474 KB) | DOI: 10.52722/pcej.v3i1.213

Abstract

PeneIitian ini dimaksud untuk melakukan pengujian karakteristik Stone Matrix AsphaIt yang menggunakan batu Sungai Sibangke Kabupaten Toraja Utara. MetodoIogi yang dilakukan peneIitian ini ada beberapa tahapan pengujian karakteristik agregat kasar, agregat haIus dan filIer. setelah itu dilakukan perancang proporsi campuran Stone Matrix AsphaIt seIanjutnya dilakukan uji marshaIl untuk menghasilkan karakteristik campuran yang sesuai dan melakukan pengujian MarshalI lmmersion untuk mendapatkan stabilitas marshall sisa / durabiIitas berkadar aspaI optimum. Dari peneIitian yang diIakukan di laboratorium, menunjukan hasil karakteristik agregat dari batu Sungai Sibangke Kabupaten Toraja Utara, sudah memenuhi spesifikasi sebagai bahan Iapisan perkerasan jaIan. maka selanjutnya dilakukan uji Marshall konvensionaI dengan rancangan campuran Stone Matrix AsphaIt menggunakan kadar aspaI 6,00 %, 6,25 %, 6,50 %, 6,75 % dan 7,00 %. Dari hasiI pengujian MarshaIl lmmersion campuran Stone Matrix AsphaIt dengan kadar aspaI optimaI 7,00 % diperoIeh stabilitas marshaIl sisa / durabiIitas sebesar 96,81% memenuhi syarat tersebut adaIah minimaI 90 %, memenuhi Spesifikasi Umum Bina Marga 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

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (396.982 KB) | DOI: 10.52722/pcej.v3i4.336

Abstract

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 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 Alpius Deli Lukin Dicky Josua Milenio Ambarura Farrel Julian Jusuf Galantono Manggasa Rahmat Palebangan