PENGARUH PENAMBAHAN FILLER PASIR SILIKA HALUS PADA CAMPURAN ASPAL BERPORI

Siddiq, Muhammad (2026) PENGARUH PENAMBAHAN FILLER PASIR SILIKA HALUS PADA CAMPURAN ASPAL BERPORI. Diploma thesis, Universitas Islam Kalimantan MAB.

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Abstract

ABSTRAK Aspal berpori merupakan inovasi teknologi perkerasan lentur yang dirancang dengan porositas tinggi untuk memungkinkan aliran air meresap melalui lapisan permukaan jalan. Penelitian ini mengkaji pengaruh penambahan filler Pasir Silika Halus terhadap karakteristik campuran aspal berpori. Pengujian dilakukan di Laboratorium Teknik Sipil UNISKA MAB Banjarmasin, meliputi pengujian agregat, aspal bitumen PG-76, serta campuran aspal berpori menggunakan alat Marshall, Cantabro Loss, dan Permeabilitas. Kadar Aspal Optimum (KAO) yang diperoleh sebesar 5,0%. Hasil penelitian menunjukkan bahwa penambahan Pasir Silika Halus 0% menghasilkan stabilitas 720,00 kg, Cantabro Loss 9,00%, kadar rongga 20,90%, dan permeabilitas 0,0117 cm/s. Pada kadar 1% diperoleh stabilitas 972,76 kg, Cantabro Loss 4,80%, kadar rongga 14,57%, dan permeabilitas 0,0105 cm/s. Pada kadar 3% didapat stabilitas 1009,50 kg, Cantabro Loss 2,84%, kadar rongga 10,77%, dan permeabilitas 0,0096 cm/s. Sedangkan kadar 5% menghasilkan stabilitas tertinggi 1216,09 kg, Cantabro Loss 4,53%, kadar rongga 10,53%, dan permeabilitas 0,0092 cm/s. Kadar Pasir Silika Halus 1% direkomendasikan karena hampir memenuhi seluruh spesifikasi AAPA 2004. Kata Kunci: Aspal Berpori, Pasir Silika Halus, Marshall, Permeabilitas, Cantabro Loss. ABSTRACT Porous asphalt is a development in flexible pavement technology that utilizes intentionally created voids to serve as drainage channels for water during surface flooding. 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 by total weight, resulting in a more open and voided structure. In this study, fine silica sand is used as an additional filler material in the porous asphalt mixture. The purpose of this research is to evaluate the results of aggregate and asphalt testing, determine the Optimum Asphalt Content (OAC), assess the performance of adding fine silica sand filler, and analyze the performance based on varying levels of fine silica sand filler content. The testing was conducted at the Civil Engineering Laboratory, Faculty of Engineering, Universitas Muhammad Arsyad Al Banjari. The tests included aggregate testing: specific gravity, abrasion, and sieve analysis; asphalt testing: specific gravity, softening point, and penetration; and porous asphalt testing: Marshall test, Cantabro loss, asphalt flow down, and permeability. From the research results of 0% Fine Silica Sand, the stability was obtained at 720.00 kg, Cantabro Loss at 9.00%, Void Content at 20.90%, Connected Void Content at 18.90%, and Permeability at 0.0117 cm/s, 1% Fine Silica Sand obtained a stability of 972.76 kg, Cantabro Loss at 4.80%, Void Content at 14.57%, Connected Void Content at 12.57%, and Permeability at 0.0105 cm/s, 3% Fine Silica Sand obtained a stability of 1009.50 kg, Cantabro Loss at 2.84%, Void Content at 10.77%, Connected Void Content at 8.77%, and Permeability at 0.0096 cm/s and Silica Sand Fine 5% obtained Stability of 1216.09kg, Cantabro Loss of 4.53%, Void Content of 10.53%, Connected Void Content of 8.53%, and Permeability of 0.0092cm/s Keywords : aspal berpori, marshall, pasir silika halus.

Item Type:	Thesis (Diploma)
Uncontrolled Keywords:	Kata Kunci : Aspal Berpori, Marshall, Pasir Silika Halus.
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Faculty of Engineering, Science and Mathematics > School of Engineering Sciences
Depositing User:	Muhammad Siddiq
Date Deposited:	04 Jun 2026 03:40
Last Modified:	04 Jun 2026 03:40
URI:	http://eprints.uniska-bjm.ac.id/id/eprint/35915

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