NORHATIMAH, NORHATIMAH (2026) ANALISIS KINERJA CAMPURAN ASPAL BERPORI MENGGUNAKAN ASPAL PG – 76 DENGAN PENAMBAHAN SERAT SELULOSA DAN FILLER POWDER SILIKA. Diploma thesis, universitas islam kalimantan MAB.
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Abstract
ANALISIS KINERJA CAMPURAN ASPAL BERPORI MENGGUNAKAN ASPAL PG – 76 DENGAN PENAMBAHAN SERAT SELULOSA DAN FILLER POWDER SILIKA Disusun Oleh : Norhatimah, Pembimbing I : Ir. Muhammad Gunawan Perdana, ST., MT., IPM., ASEAN Eng, Pembimbing II : Ir. Fitria Handayani, ST., MT ABSTRAK Aspal porus merupakan perkembangan dari teknologi perkerasan lentur yang memanfaatkan besarnya pori yang sengaja dibuat dengan maksud sebagai alur alir bagi air ketika terjadi genangan pada lapisan permukaan jalan. Penggunaan nama Aspal Porus sangat terkait dengan perilaku atau sifat-sifat campuran beraspal yang menggunakan gradasi agregat dengan jumlah fraksi kasar yang lebih banyak dari berat total campuran, sehingga struktur yang dihasilkan lebih terbuka dan berongga. Selain itu dalam penelitian ini menggunakan Powder Silika sebagai bahan penambah filler aspal porous. Tujuan dari penelitian ini untuk hasil pengujian agregat, aspal, nilai KAO, kinerja Powder Silika dan nilai kinerja kadar Powder Silika yang digunakan pada campuran aspal berpori. Pengujian dilakukan di Laboratorium Teknik Sipil Fakultas Teknik Universitas Islam Kalimantan Muhammad Arsyad Al Banjari. Pengujian terdiri atas pengujian Agregat : Berat jenis, Abrasi, Analisa Saringan Pengujian Aspal: Berat jenis, Titik Lembek, Penetrasi dan Pengujian Aspal Porous: Marshall, Cantabro Loss, Asphalt Flow Down, Permeabilitas. Dari hasil penelitian Powder Silika 0% Stabiltas sebesar 720,00kg, Cantabro Loss sebesar 9,00%, Kadar Rongga sebesar 20,90%, Kadar Rongga Terhubung sebesar 18,900%, dan Permeabilitas sebesar 0,0098cm/s, Powder silika 1% didapat Stabiltas sebesar 833,53 kg, Flow sebesar 3,09 mm, Cantabro Loss sebesar 4,37 %, Kadar Rongga sebesar 18,73 %, MQ sebesar 270,69 kg/mm, Asphalt Flow down sebesar 0,16 % dan Permeabilitas sebesar 0,0103 cm/s. Powder Silika 3% didapat Stabiltas sebesar 925,51 kg, Flow sebesar 3,12 mm, Cantabro Loss sebesar 5,32 %, Kadar Rongga sebesar 10,22 %, MQ sebesar 321,47 kg/mm, Asphalt Flow down sebesar 0,11 % dan Permeabilitas sebesar 0,0100 cm/s dan Powder Silika 5% didapat Stabiltas sebesar 1027,20 kg, Flow sebesar 3,16 mm, Cantabro Loss sebesar 11,62 %, Kadar Rongga sebesar 9,37 %, MQ sebesar 338,29 kg/mm, Asphalt Flow down sebesar 0,10 % dan Permeabilitas sebesar 0,0082 cm/s. Kata Kunci : Aspal Berpori, Marshall, Powder silika PERFORMANCE ANALYSIS OF POROUS ASPHALT MIXTURES USING PG–76 ASPHALT WITH THE ADDITION OF CELLULOSE FIBER AND SILICA POWDER FILLER Prepared by: Norhatimah, Supervisor I: Ir. Muhammad Gunawan Perdana, ST., MT., IPM., ASEAN Eng, Supervisor II: Ir. Fitria Handayani, ST., MT ABSTRACT Porous asphalt is a development in flexible pavement technology that utilizes intentionally created large voids to serve as channels for water flow during surface water accumulation. The term "porous asphalt" is closely related to the behavior or characteristics of asphalt mixtures that use aggregate gradations with a higher proportion of coarse fractions relative to the total weight of the mixture, resulting in a more open and voided structure. This study also uses silica powder as an additive filler in the porous asphalt mixture. The objective of this research is to evaluate the aggregate and asphalt test results, the Optimum Asphalt Content (OAC), the performance of silica powder, and the effect of its varying content on the performance of porous asphalt mixtures. The testing was conducted in the Civil Engineering Laboratory of the Faculty of Engineering, Islamic University of Kalimantan Muhammad Arsyad Al Banjari. The tests included Aggregate testing: specific gravity, abrasion, sieve analysis Asphalt testing: specific gravity, softening point, penetration Porous asphalt testing: Marshall stability, Cantabro Loss, Asphalt Flow Down, Permeability The test results are as follows: 0% silica powder: Stability = 720.00 kg, Cantabro Loss = 9.00%, Air Voids = 20.90%, Connected Voids = 18.90%, Permeability = 0.0098 cm/s 1% silica powder: Stability = 833.53 kg, Flow = 3.09 mm, Cantabro Loss = 4.37%, Air Voids = 18.73%, Marshall Quotient (MQ) = 270.69 kg/mm, Asphalt Flow Down = 0.16%, Permeability = 0.0103 cm/s 3% silica powder: Stability = 925.51 kg, Flow = 3.12 mm, Cantabro Loss = 5.32%, Air Voids = 10.22%, MQ = 321.47 kg/mm, Asphalt Flow Down = 0.11%, Permeability = 0.0100 cm/s 5% silica powder: Stability = 1027.20 kg, Flow = 3.16 mm, Cantabro Loss = 11.62%, Air Voids = 9.37%, MQ = 338.29 kg/mm, Asphalt Flow Down = 0.10%, Permeability = 0.0082 cm/s Keywords: Porous Asphalt, Marshall, Silica Powder.
| Item Type: | Thesis (Diploma) |
|---|---|
| Uncontrolled Keywords: | Kata Kunci : Aspal Berpori, Marshall, Powder silika |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Faculty of Engineering, Science and Mathematics > School of Civil Engineering and the Environment |
| Depositing User: | Norhatimah |
| Date Deposited: | 07 Apr 2026 02:08 |
| Last Modified: | 07 Apr 2026 02:08 |
| URI: | http://eprints.uniska-bjm.ac.id/id/eprint/34303 |
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