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https://repositori.uma.ac.id/handle/123456789/30950| Title: | Pengaruh Suhu dan Pemadatan Pada Campuran Aspal Perkerasan AC-WC Terhadap Marshal Te |
| Other Titles: | The Effect of Temperature and Compaction on Asphalt Mixtures for AC-WC Pavements on Marshal Te |
| Authors: | Simanjuntak, Romulus |
| metadata.dc.contributor.advisor: | Hermansyah |
| Keywords: | Suhu pencampuran;Spesifikasi 2010,;Marshall;Asphalt Concrete-Wearing Course (AC-WC) Gradasi Halus Wearing Course).;Mixing temperature |
| Issue Date: | Nov-2023 |
| Publisher: | Universitas Medan Area |
| Series/Report no.: | NPM;168110144 |
| Abstract: | Penelitian ini dilakukan untuk mengetahui pengaruh variasi suhu pada proses pencampuran terhadap lapis aspal beton AC-WC (Asphalt Concrete-Wearing Course) gradasi halus pada batas tengah dan batas bawah terhadap parameter Marshall dengan acuan Spesifikasi Bina Marga 2010. Dari hasil percobaan yang dilakukan bahwa nilai kadar aspal optimum (KAO) yang digunakanadalah untuk batas tengah menggunakan kadar aspal 5,5% dan untuk batas bawah 6%, setelah itu dilakukan pencampuran variasi suhu pencampuran dari 130°C, 140°C, 150°C, dan 160°C. Untuk campuran Laston AC-WC gradasi halus batas tengah dengan kadar aspal 6% suhu pencampuran dengan menggunakan suhu 130°C, 140°C, 150°C dan 160°C masih memenuhi semua standar parameter marshall. Variasi suhu pencampuran yang ideal pada batas tengah berada pada suhu pencampuran 150°C-160°C. Sedangkan pada batas bawah dengan kadar aspal 6% suhu pencampuran antara 140°C-160°C tidak ada yang memenuhi syarat, dikarenakan nilai MQ di bawah nilai minimum yaitu 250 kg/mm. Limit and lower limit of the Marshall parameters with reference to specifications of Bina Marga, 2010. From the results of experiments conducted that the optimum asphalt content is used to middle limit using a asphalt content of 5,5% and 6% for the lower limit after that mixing was done usingtemperature variation of 130oC, 140oC, 150oC, and 160oC. To a mixture of Laston AC-WC subtle gradations middle limit grading 5,5% asphalt content mixing temperature using a temperature of 130oC, 140oC, 150oC, 160oC and still meet all This study was conducted to determine the effect of temperature variations on the mixing processof the asphalt concrete AC-WC (Asphalt concrete-wearing Course) subtle gradations in the middle standards of marshall parameters. Ideal mixing temperature variations in the middle limit of mixing temperature 150oC-160oC. While the lower limit to the level of 6,8% asphalt contentmixing temperatures between 120oC-160oC did not meet the specifications, because the MQ value below the minimum value of 250 kg/mm. |
| Description: | 69 Halaman |
| URI: | https://repositori.uma.ac.id/handle/123456789/30950 |
| Appears in Collections: | SP - Civil Engineering |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| 168110144 - Romulus Simanjuntak - Fulltext.pdf | Cover, Abstract, Chapter I, II, III, V, Bibliography | 1.37 MB | Adobe PDF | View/Open |
| 168110144 - Romulus Simanjuntak - Chapter IV.pdf Restricted Access | Chapter IV | 637.41 kB | Adobe PDF | View/Open Request a copy |
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