Impact Of Fly Ash (Flyash) Fineness On Stability and Density Of Asphalt- Concerete (AC-WC)
Abstract
In this study, the use of materials of stone dust (fly ash) as material substitution fine fraction on asphalt Concrete mix AC-WC to study the properties and Durabilitasnya.Beton Marshall asphalt is one type of flexible pavement pavement construction. This research focuses on the extent to which the influence of fineness Abu fly to Mix Concrete Asphalt -WC tehadap stability and density of the asphalt concrete mixture. and in the end it is hoped will fly coal ash that was once a waste material can be used as a substitution material fine fraction and alternative filler in road construction penilitan raya.kesimpulan obtained from analysis of the influence of the fineness of the stability and density of asphalt concrete campuaran AC-Wc are as follows stability: Value stability of the mixture in the review of fineness variation tends to increase from variations in levels of fly ash substitution occurs at the rate of 6% optimum zone 3 is equal to 1.435kg and at the level of 8% zone 3 decreased to 1.421kg.DensityValues Density (Bulk Density Standard) mix in the review of fineness variation tends to increase. variations in levels of fly ash substitution occurs at the rate of 8% optimum zone 3 is equal to 2,421kg / cc. Some Suggestions can be submitted to refine the results Research the performance of asphalt concrete (AC-WC) by using substitution fineness and content of fly ash that is: a). For further research in order to analyze the use of the optimum bitumen content of the usage levels of substitution optimum fly ash because of the greater use of ash Marshall then fly parameter values tend to be less than optimal. B) It is advisable to combine other types of materials substitution with fly ash material to obtain results that are more economical
Keywords
Full Text:
PDFReferences
AASHTO, 1993, Guide for Design of Pavement Structures, Published by the American
Association of State Highway and Transportation Officials, Washington,DC,
Departemen Pekerjaan Umum, 2010 Revisi 3, Rancangan Spesifikasi Umum Bidang Jalan dan
Jembatan Divisi VI Perkerasan Beraspal, Edisi Maret 2016, Kementerian pekerjaan
Pekerjaan Umum dan Perumahan Rakyat , Jakarta Jurnal SMARTek, Vol. 7, No. 4,
Nopember 2009:
256 – 278 278 Sukirman, Silvia, 2003, Beton Aspal Campuran Panas, Penerbit Granit, Jakarta
Karakteristik Campuran Beton dengan menggunakan variasi kadar filler abu
terbang batu bara”, Jurnal SMARTek, Vol. 7 No. 4 November 2009
Palu. Anas Tahir, 2009, Kinerja Campuran Beraspal Panas (Asphalt Concrete
Wearing Course) Menggunakan Jenis Filler Berbeda, Skripsi, Universitas Tadulako, Palu.
Kamaluddin Andi, 2004, Pemanfatan limbah flyash dalam rekayasa mortar dan beton geopolimer
berdasarkan kehalusan flyash dan jenis aktivator, Firdaus dan Ishak Yunus,2015
Puslitbang Prasarana Transportasi, 2002, Desiminasi Spesifikasi – Baru Campuran Beraspal
Panas dengan Alat PRD, Puslitbang Prasarana Transportasi, Bandung Sukirman, Silvia,1999,
Perkerasan Lentur Jalan Raya, Penerbit Nova,Bandung.
Refbacks
- There are currently no refbacks.
International Conference on Engineering and Technology Development (ICETD)
Bandar Lampung University
ISSN: 2301-5690