Use of Stone Mastic Asphalt on Airport Pavements - aaptp

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(e) Mr Jens Christian Helbech, RAMBOL, Denmark, for information on SMA work undertaken at Copenhagen Airport, (f) The Canadian Department <strong>of</strong> Works for providing information on the use <strong>of</strong> SMA in Canada generally, and (g) Dr Selva Selvalingham, Deakin University, for his supervision <strong>of</strong> this project. iv
Table <strong>of</strong> Contents List <strong>of</strong> Symbols and Abbreviations.............................................. viii 1. Introduction ............................................................................ 1 2. Literature Review ................................................................... 3 2.1 Description <strong>of</strong> <strong>Stone</strong> <strong>Mastic</strong> <strong>Asphalt</strong> ............................................. 3 2.2 <strong>Stone</strong> <strong>Mastic</strong> <strong>Asphalt</strong> Properties.................................................... 5 2.3 <strong>Stone</strong> <strong>Mastic</strong> <strong>Asphalt</strong> Composition ............................................... 8 2.4 <strong>Stone</strong> <strong>Mastic</strong> <strong>Asphalt</strong> Materials..................................................... 9 2.4.1 Aggregates .....................................................................10 2.4.2 Binder ............................................................................10 2.4.3 Mineral Filler .................................................................11 2.4.4 Fibres.............................................................................11 2.5 Advantages and Disadvantages <strong>of</strong> <strong>Stone</strong> <strong>Mastic</strong> <strong>Asphalt</strong> ..............12 2.6 Life Cycle Costing .......................................................................14 3. <strong>Use</strong> <strong>of</strong> <strong>Stone</strong> <strong>Mastic</strong> <strong>Asphalt</strong> on Road Pavements................. 17 3.1 Australia ......................................................................................17 3.2 Overseas ......................................................................................19 3.2.1 Europe ...........................................................................19 3.2.2 United States..................................................................22 3.2.3 Canada ...........................................................................23 3.2.4 United Kingdom.............................................................23 3.2.5 South Africa...................................................................23 v
Page 1 and 2: Reproducing any part of</st
Page 3 and 4: Abstract Traditionally in Australia
Page 5: Acknowledgments The research associ
Page 9 and 10: 4.3.5 St Angelo’s Airport - Ennis
Page 11 and 12: Abbreviation Meaning SBS Styrene Bu
Page 13 and 14: This report will consider the use <
Page 15 and 16: The BCA (1998) defines SMA as “a
Page 17 and 18: APRG (1998) indicates that the esse
Page 19 and 20: 2.3 Stone
Page 21 and 22: 2.4.1 Aggregates 2.4.2 Binder The s
Page 23 and 24: 2.5 Advantages and Disadvantages <s
Page 25 and 26: Table 2.1 Relative Performance <str
Page 27 and 28: Justification for the use o
Page 29 and 30: In New South Wales, only limited tr
Page 31 and 32: Recognition of its
Page 33 and 34: Table 3.2 cont. Summary of<
Page 35 and 36: 3.2.6 China Shen et al (undated) re
Page 37 and 38: This section looks at where SMA has
Page 39 and 40: All tests carried out concerning we
Page 41 and 42: Conclusions from Norway Lange, et a
Page 43 and 44: The first 1,400 metres of</
Page 45 and 46: Cologne At Cologne Airport, SMA has
Page 47 and 48: 4.2.14 Faeroe Islands 4.2.15 Austri
Page 49 and 50: 4.3.2 Prestwick Airport Sto
Page 51 and 52: The binder used in the SMA was a C1
Page 53 and 54: 5. Cairns International Airport Tri
Page 55 and 56: In May 1999, a further SMA trial wa
Page 57 and 58:
6. Sydney International Airport Tri
Page 59 and 60:
STONE MASTIC ASPHALT TRIAL LOCATION
Page 61 and 62:
7. Discussion Research into the use
Page 63 and 64:
During May 1999, a SMA trial was un
Page 65 and 66:
8. Conclusion The use of</s
Page 67 and 68:
References 1. AAPA (1998),
Page 69 and 70:
19. van der Heide, J.P.J. (1996), <
Page 71 and 72:
39. Wonson, K. (1996) SMA - The Eur
Page 73 and 74:
Appendix A This appendix contains c
Page 75 and 76:
Photo 1 Laying of
Page 77 and 78:
Photo 5 Typical joint between pavin
Page 79 and 80:
Photo 8 Typical open textured area
Page 81 and 82:
Appendix C This appendix contains t
Page 83 and 84:
The following is an example <strong
Page 85:
Appendix E This appendix contains d
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Use of Stone Mastic Asphalt on Airport Pavements - aaptp

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