Pavement

Cover of Technical Basis of Austroads Pavement Design Charts for Light Traffic
Technical Basis of Austroads Pavement Design Charts for Light Traffic
  • Publication no: AP-T35-05
  • ISBN: 1 921139 10 2
  • Published: 25 November 2005

The 2004 Austroads Pavement Design Guide provides guidance on the design of new pavements for moderate-to-heavily trafficked roads. For lightly trafficked roads, Austroads have published a companion document ‘Pavement Design for Lightly Trafficked Roads. A Supplement to the Austroads Pavement Design Guide’.

This report details the development of design charts for lightly trafficked roads that are included in this publication.

  • EXECUTIVE SUMMARY
  • 1. INTRODUCTION
  • 2. DESIGN CHARTS FOR ASPHALT SURFACED PAVEMENTS
    • 2.1. Scope
    • 2.2. Input Parameters
      • 2.2.1. Standard Axle Loading
      • 2.2.2. Traffic Loading Parameters
      • 2.2.3. Asphalt Characteristics
      • 2.2.4. Elastic Characterisation of Granular Material
      • 2.2.5. Elastic Characterisation of Subgrade
      • 2.2.6. Desired Project Reliability
      • 2.2.7. Construction Tolerances
    • 2.3. Revised Design Charts Considering both Asphalt Fatigue and
      • 2.3.1. Development of Charts
      • 2.3.2. Comparison between the 1998 Design Charts and the Revised Charts
    • 2.4. Revised Design Charts Considering Permanent Deformation Only
      • 2.4.1. Development of Charts
      • 2.4.2. Comparison of 1998 and Revised Charts
  • 3. GRANULAR PAVEMENTS WITH THIN BITUMINOUS
    • 3.1. Introduction
    • 3.2. Development of the Chart
    • 3.3. Comparison of Empirical and Mechanistic Design Charts
  • 4. RIGID PAVEMENT DESIGN CHARTS
    • 4.1. General
    • 4.2. Methodology
    • 4.3. Input Parameters
      • 4.3.1. Project Reliability and Load Safety Factor
      • 4.3.2. Concrete Shoulders
    • 4.4. Base Thickness Design
    • 4.5. Comparison between the 1998 Design Tables and the Example
  • 5. SUMMARY
  • REFERENCES
  • APPENDIX A. 1998 DESIGN CHART INPUT PARAMETERS
  • APPENDIX B. REVISED FLEXIBLE EXAMPLE DESIGN
  • APPENDIX C: REVISED FLEXIBLE PAVEMENT EXAMPLE
  • APPENDIX D: SUMMARY OF COMPARISONS BETWEEN THE