PERBEDAAN GRADASI TERHADAP KARAKTERISTIK MARSHALL CAMPURAN BETON ASPAL LAPIS PENGIKAT (AC-BC)

Makmun R. Razali(1), Bambang Sugeng Subagio(2),
(1) Universitas Bengkulu, Indonesia
(2) Insititut Teknologi Bandung, Indonesia

Abstract


This research described the result of laboratory investigation toward the performance of Asphalt Concrete Binder Course (AC-BC) mixture with three types gradation : above the fuller curve (mix. A), below the fuller curve (mix. B) and combination between above and below the fuller curve (mix. C). All of the mixtures were designed according to Marshall Method. Test results showed that all mixtures met the requirements from Asphalt Concrete Binder Course (AC-BC) mix properties according to Marshall Parameter. According Marshall method had optimum bitumen content 5,60% (mix A), 6,10% (mix B)) and 6,30% (mix C).


Full Text:

PDF

References


Brown, S.F., and Brunton, J.M. 1980. An Introduction to the Analytical Design of Bituminous Pavements. Departemen of Civil Engineering, University of Nottingham, 1-25.

Departemen Pekerjaan Umum. 1999. Pedoman Perencanaan Campuran

Beraspal Panas dengan Pendekatan Kepadatan Mutlak. No.025/T/BM/1999, Direktorat Jenderal Bina Marga.

Departemen Pekerjaan Umum. 2004. Campuran Beraspal Panas. Buku V

Spesifikasi, Seksi 6.3.

Fahmi, I. 2004. Kinerja Laboratorium Campuran Hot Rolled Asphalt Memakai Filler Asbuton Terhadap Uji Kelelahan. Program Magister Sistem dan Teknik Jalan Raya (STJR), Institut Teknologi Bandung.

Hatherly, L.W., and Leaver, P.C. 1967. Asphaltic Road Materials. Edward

Arnold (Publishers) Ltd, London.

Huang, Y.H. 1993. Pavement Analysis and Design. Prentice-Hall, Inc, New Jersey.

Shell Bitumen. 1990. The Shell Bitumen. Handbook, Published By Shell Bitumen U.K.

Standar Nasional Indonesia (SNI). 2003. Metode Pengujian Campuran

Beraspal Panas dengan Alat Marshall. RSNI M-01-2003, Badan

Standar Nasional Indonesia.




DOI: https://doi.org/10.33369/ijts.4.1.25-34

Article Metrics

 Abstract Views : 0 times
 PDF Downloaded : 0 times

Refbacks

  • There are currently no refbacks.


Copyright (c) 2019 Makmun R. Razali, Bambang Sugeng Subagio

Creative Commons License
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.

INERSIA partners :

     

INERSIA: Jurnal Teknik Sipil

Program Studi Teknik Sipil, Fakultas Teknik Universitas Bengkulu
Jln. W.R. Supratman, Kandang Limun, Bengkulu
Email: inersia@unib.ac.id

p-ISSN 2086-9045
e-ISSN 2686-5017

 

View My Stats