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Guide to Asset Management Part 5C: Rutting
AGAM05C-07
Edition: 2
Superseded
1 Oct 2007
Asset Management
More
Guide to Asset Management Part 5C contains guidelines for, and background notes on, measurement and reporting of rutting or transverse profiles for road network management purposes in Australia and New Zealand. The guidelines define rutting as a…
Guide to Asset Management Part 5E: Cracking
AGAM05E-06
Edition: 1
Superseded
13 Oct 2006
Asset Management
More
Guide to Asset Management Part 5E contains guidelines for and background notes on network level measurement and reporting of pavement cracking data for road network management purposes in Australia and New Zealand. The guidelines discuss the types…
Guide to Asset Management Part 5C: Rutting
AGAM05C-06
Edition: 1
Superseded
13 Oct 2006
Asset Management
More
Guide to Asset Management Part 5C contains guidelines for, and background notes on, measurement and reporting of rutting or transverse profiles for road network management purposes in Australia and New Zealand. The guidelines define rutting as a…
Guide to Asset Management Part 5B: Roughness
AGAM05B-06
Edition: 1
Superseded
18 Apr 2006
Asset Management
More
Guide to Asset Management Part 5B contains guidelines for and background notes on the conduct of response type and profile-based roughness measurement for road network management purposes in Australia and New Zealand. The guidelines define roughness…
Stone Mastic Asphalt
APRG-TN16-04
Superseded
1 Apr 2004
Pavement
More
This technical note provides an overview of the use of stone mastic asphalt in Australia.
Foamed Bitumen Sprayed Sealing
APRG-TN15-04
Superseded
1 Apr 2004
Pavement
More
This technical note provides an overview of the use of foamed bitumen sealing in Australia.
Dry Powdered Polymer Stabilising Binder
APRG-TN14-03
Superseded
10 Jan 2003
Pavement
More
This note provides guidance for evaluation the suitability of dry powdered polymer as a stabilisaing binder and outlines application and construction methods.
Effect of Design, Construction and Environmental Factors for Long-Term Performance of Stabilised Materials
APRG-TN12-02
Superseded
5 Jan 2002
Pavement
More
This technical note covers factors that can be considered in the design process and how they affect the performance of the stabilised materials.
Performance Criteria for Insitu Stabilised Pavements
APRG-TN11-02
Superseded
5 Jan 2002
Pavement
More
This technical note outlines those performance criteria used for stabilised pavements in Australia and highlights test variations possible for projects according to their size and traffic volume.
Ultra Thin Asphalt Surfacing
APRG-TN08-99
Superseded
9 Jan 1999
Pavement
More
This technical note provides guidance on the use of ultra thin asphalt surfacings which are typically placed with a minimum thickness of around 12-15 mm, or about half the thickness of similar sized conventional asphalt wearing course mixes.
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