Sains Malaysiana 43(2)(2014): 295–302

 

Single Face Compaction on Laboratory Marshall Specimen towards Satisfactory

Degree of Compaction and Thickness

(Pemadatan Satu Permukaan Spesimen Marshall untuk Mencapai Darjah

Pemadatan dan Ketebalan yang Memuaskan)

 

2HARYATI YAACOB, 2MOHD ROSLI HAININ & FUNG-LUNG CHANG*1

 

1Faculty of Civil Engineering, Universiti Teknologi Malaysia

81300, UTM Skudai, Johor Bahru, Malaysia

 

2Faculty of Civil Engineering, Department of Geotechnics and Transportation

Universiti Teknologi Malaysia, 81300, UTM Skudai, Johor Bahru, Malaysia

 

 

Diserahkan: 6 Januari 2013/Diterima: 18 Mei 2013

 

 

ABSTRACT

Investigation on the performance of bond strength between pavement layers has gain serious attention from researchers worldwide. Typical methods to prepare the double layered testing specimen at laboratory scale is to follow the Marshall procedure or to perform coring on constructed field scale test lanes. For specimen prepared with Marshall procedure, binder course loose mix is compacted at double faces first prior to the application of wearing course loose mix in the compaction mould and perform the compaction of the loose wearing course later. This paper focused on the specimen prepared using Marshall procedure where the upper wearing course is subjected to single face compaction. The feasibility of single face compaction is investigated and the relevant amount of compaction blows is determined to achieve sufficient thickness and degree of compaction. Aggregate is proportioned to achieve a target thickness of 35, 50 and 65mm, at an allowable limit of ±1 mm. For the tested mix incorporating dense graded, open graded and gap graded mix, each mix managed to achieve the required degree of compaction at satisfactory thickness with respective compaction blows.

 

Keywords: Degree of compaction; double layer; single face compaction; thickness

 

ABSTRAK

Penyelidikan terhadap prestasi kekuatan ikatan antara lapisan asfal telah mendapat perhatian yang serius daripada para penyelidik di seluruh dunia. Kaedah yang sering digunakan untuk menyediakan spesimen uji kaji berlapis dua pada skala makmal adalah mengikut kaedah Marshall atau pun melalui proses penerasan dalam lapangan uji kaji bagi mendapatkan spesimen berskala lapangan. Untuk spesimen yang disediakan dengan kaedah Marshall, campuran longgar lapisan pengikat akan dipadatkan pada kedua-dua permukaan sebelum campuran longgar lapisan haus diaplikasikan dan dipadatkan pada satu permukaan sahaja. Makalah ini fokus kepada penyediaan spesimen dengan kaedah Marshall dengan lapisan haus dipadatkan pada satu permukaan sahaja. Kemungkinan perlaksanaan pemadatan pada satu permukaan sahaja dikaji dan jumlah pemadatan yang diperlukan untuk mencapai ketebalan dan darjah pemadatan yang mencukupi dikenal pasti. Agregat disediakan pada kuantiti yang tertentu untuk mencapai ketebalan 35, 50 dan 65 mm, dengan batas yang diizinkan ±1 mm. Untuk setiap jenis campuran yang diuji, setiap campuran berupaya untuk mencapai darjah pemadatan yang disasarkan berserta ketebalan yang memuaskan dengan jumlah pemadatan seperti yang dikenal pasti.

 

Kata kunci: Darjah pemadatan; ketebalan; lapisan dual; pemadatan satu permukaan

 

RUJUKAN

ASTM C117. 2004. Standard test method for materials finer than 75-mm (No. 200) sieve in mineral aggregates by washing. United States: American Society for Testing and Materials.

ASTM D2041/2041M. 2011. Standard test method for theoretical maximum specific gravity and density of bituminous paving mixtures. United States: American Society for Testing and Materials.

ASTM D3203/3203M. 2011. Standard test method for percent air voids in compacted dense and open bituminous paving mixtures. United States: American Society for Testing and Materials.

ASTM D6926. 2010. Standard practice for preparation of bituminous specimens using Marshall apparatus. United States: American Society for Testing and Materials.

ASTM D6927. 2010. Standard test method for Marshall stability and flow of bituminous mixtures. United States: American Society for Testing and Materials.

ASTM E11. 2009. Standard specification for woven wire test sieve cloth and test sieves. United States: American Society for Testing and Materials.

Brown, E.R. 1990. Density of asphalt concrete – how much is needed? National Center for Asphalt Technology. Report 90-03.

BS EN12697-17. 2004. Bituminous mixtures - test method for hot mix asphalt - Part 17: particle loss of porous asphalt. The British Standard Institution, United Kingdom.

Cooley, L.A., Prowell, B.D. & Hainin, M.R.2003. Comparison of the saturated surface dry and vacuum sealing methods for determining the bulk specific gravity of compacted HMA. Journal of Association of Asphalt Paving Technologists 72: 56-96.

Cooley, L.A., Prowell, B.D., Hainin, M.R. & Buchanan, M.S. 2002. Bulk specific gravity round Robin using the Corelok vacuum sealing device. National Center for Asphalt Technology, Report 02-11.

Heystraeten, G.V. & Moraux, C.1990. Ten years’ experience of porous asphalt in Belgium. Transport Res. Rec.: J. of the Transportation Research Board 1265: 34-40.

JKR. 2008. Section 4: Flexible pavement. Standard Specification for Road Works: Jabatan Kerja Raya.

Kassem, E., Scullion, T., Masad, E. & Chowdhury, A. 2012. Comprehensive evaluation of compaction of asphalt pavements and a practical approach for density predictions. Transportation Research Journal: Journal of Transportation Research Board 2268: 98-107.

Lu, X., B. Sandman & P. Redelius. Aging characteristics of polymer modified binders in porous asphalt pavements.http://www.nynas.com/Global/Bitumen%20for%20paving%20applications/UK/Aging%20Characteristics%20 of%20Polymer%20Modified%20Binders%20in%20Porous%20 Asphalt%20Pavements.pdf.

Mohammad, L.N., Mostafa, A.E., Bae, A., Patel, N., Button, J. & Scherocman, J.A. 2012. Optimization of tack coat for HMA placement. NCHRP Report No 712.

Patel, N. 2010. Factors affecting the interface shear strength of pavement layers. MSc thesis, Louisiana State University (unpublished).

Raab, C. & Partl, M. 2009. Laboratory study on interlayer bonding using cationic tack coats. 7th International RILEM Symposium on Advanced Testing and Characterisation of Bituminous Materials. Rhodes, Greece.

Roberts, F.L., Kandhal, P.S., Brown, E.R., Lee, D-Y. & Kennedy, T.W. 1996. Hot Mix Asphalt Materials, Mixture Design, and Construction. 2nd ed. National Centre for Asphalt Technology.

Sutradhar, B.B. 2012. Evaluation of bond between bituminous pavement layers. MSc thesis, National Institute of Technology, Rourkela (unpublished).

UNHSC. 2009. UNHSC design specifications for porous asphalt pavement and infiltration beds. University of New Hampshire Stormwater Center.

West, R.C., Zhang, J. & Moore, J. 2005. Evaluation of bond strength between pavement layers. National Center for Asphalt Technology, Report 08-05.

Wheat, M. 2007. Evaluation of bond strength at asphalt interface. MSc thesis, Kansas State University (unpublished).

*Pengarang untuk surat-menyurat; email: flchang87@hotmail.com

 

 

 

 

sebelumnya