eprintid: 53469
rev_number: 19
eprint_status: archive
userid: 17023
dir: disk0/00/05/34/69
datestamp: 2025-08-04 01:59:42
lastmod: 2025-08-04 01:59:42
status_changed: 2025-08-04 01:59:42
type: thesis
metadata_visibility: show
creators_name: NAUFAL, MUHAMMAD
creators_id: 3336210031
contributors_type: http://www.loc.gov/loc.terms/relators/THS
contributors_type: http://www.loc.gov/loc.terms/relators/THS
contributors_name: TWIDI BETHARY, RINDU
contributors_name: ESTI INTARI, DWI
contributors_id: 198212062010122001
contributors_id: 198601242014042001
corp_creators: UNIVERSITAS SULTAN AGENG TIRTAYASA
corp_creators: FAKULTAS TEKNIK
corp_creators: TEKNIK SIPIL
title: PEMANFAATAN LIMBAH FLY ASH SEBAGAI FILLER PADA CAMPURAN ASPAL BETON LAPIS AUS (AC-WC) MENGGUNAKAN ASPAL MODIFIKASI POLIMER
ispublished: pub
subjects: TA
subjects: TE
divisions: Sipil
full_text_status: restricted
abstract: Damage to road construction often occurs in a short time, so new innovations are needed in the mixture of road construction materials that can extend its durability  and reduce road damage. More creative and innovative technological advances can develop road construction, one of which is by adding alternative materials that have the potential to overcome road construction damage. This research discusses the effect of using fly ash waste as a filler in the mixture of Asphalt Concrete Layer (Laston) Wear Layer (AC-WC) using PG-70 elastomeric polymer asphalt which 
aims to determine the characteristics of aggregate, asphalt, and fly ash and to determine the effect of using fly ash in asphalt mixture (AC-WC) as a filler on marshall characteristics using PG-70 elastomeric asphalt. This research uses the 
marshall testing method with variations in planned asphalt content of 4.5%, 5%, 5.5%, 6% and 6.5% and the addition of fly ash variations of 0%, 2%, 4% and 6% of the percentage of filler weight. The results showed that the optimum asphalt 
content (KAO) value obtained at 0% and 2% fly ash content was at 6.5% asphalt content and at 4% and 6% fly ash content was at 6.25% asphalt content. Based on the optimum stability value at each proportion, all the marshall characteristics of the mixture are in accordance with the General Specifications of Bina Marga 2024 for the type of asphalt mixture (AC-WC), namely at 2% fly ash content with 6.5% asphalt content reaching the optimum point with a stability value of 1418.30 kg. compared to 0% fly ash content with 6.5% asphalt content. Compared to 0% fly ash content with 6.5% asphalt content, the stability value only reaches 1211.01 kg. This shows that the mixture is more resistant to changes in shape and is increasingly able to withstand the load or the level of flexibility and deformation to the load becomes high.
date: 2025-06-30
date_type: published
pages: 226
institution: FAKULTAS TEKNIK UNIVERSITAS SULTAN AGENG TIRTAYASA
department: TEKNIK SIPIL
thesis_type: sarjana
thesis_name: sarjana
citation:   NAUFAL, MUHAMMAD  (2025) PEMANFAATAN LIMBAH FLY ASH SEBAGAI FILLER PADA CAMPURAN ASPAL BETON LAPIS AUS (AC-WC) MENGGUNAKAN ASPAL MODIFIKASI POLIMER.  S1 thesis, FAKULTAS TEKNIK UNIVERSITAS SULTAN AGENG TIRTAYASA.   
document_url: https://eprints.untirta.ac.id/53469/5/Muhammad%20Naufal_3336210031_Fulltext.pdf
document_url: https://eprints.untirta.ac.id/53469/1/Muhammad%20Naufal_3336210031_01.pdf
document_url: https://eprints.untirta.ac.id/53469/2/Muhammad%20Naufal_3336210031_02.pdf
document_url: https://eprints.untirta.ac.id/53469/3/Muhammad%20Naufal_3336210031_03.pdf
document_url: https://eprints.untirta.ac.id/53469/4/Muhammad%20Naufal_3336210031_04.pdf
document_url: https://eprints.untirta.ac.id/53469/6/Muhammad%20Naufal_3336210031_05.pdf
document_url: https://eprints.untirta.ac.id/53469/7/Muhammad%20Naufal_3336210031_06.pdf
document_url: https://eprints.untirta.ac.id/53469/8/Muhammad%20Naufal_3336210031_Ref.pdf
document_url: https://eprints.untirta.ac.id/53469/9/Muhammad%20Naufal_3336210031_Lamp.pdf
document_url: https://eprints.untirta.ac.id/53469/10/Muhammad%20Naufal_3336210031_CP.pdf