Pavement

Cover of Pavement Design for Light Traffic: A Supplement to Austroads Pavement Design Guide
Pavement Design for Light Traffic: A Supplement to Austroads Pavement Design Guide
  • Publication no: AP-T36-06
  • ISBN: 1 921139 30 7
  • Published: 3 March 2006
This Supplement is intended to assist those required to plan and design new pavements for lightly trafficked situations. It caters for design traffic up to 105 ESA for flexible pavements and 106 Heavy Vehicle Axle Groups for rigid pavements. It is a Supplement to the Austroads publication Pavement Design - A Guide to the Structural Design of Road Pavements (Austroads 2004). The Supplement covers the assessment of input parameters needed for design, design methods for flexible and rigid pavements, example design charts for lightly trafficked roads and gives guidance on the economic comparison of alternative pavement designs.
  • AP-T36/06 Pavement Design for Light Traffic: A Supplement to Austroads Pavement Design Guide
  • EXECUTIVE SUMMARY
  • CONTENTS
  • TABLES
  • FIGURES
  • 1. INTRODUCTION
    • 1.1. Scope of the Guide
  • 2. PAVEMENT DESIGN SYSTEMS
    • 2.2. Overview of pavement design systems
  • 3. CONSTRUCTION AND MAINTENANCE CONSIDERATIONS
    • 3.3. Extent and type of drainage
    • 3.4. Use of boxed construction
    • 3.5. Availability of equipment
    • 3.6. Use of staged construction
    • 3.10. Environmental and safety constraints
    • 3.11. Social considerations
    • 3.13. Maintenance strategy
  • 4. ENVIRONMENT
    • 4.1. General
    • 4.2. Moisture environment
    • 4.3. Temperature environment
  • 5. SUBGRADE EVALUATION
    • 5.4. Methods for estimating subgrade support value
  • 6. PAVEMENT MATERIALS
    • 6.2. Unbound granular materials
    • 6.5. Asphalt
    • 6.6. Concrete
  • 7. DESIGN TRAFFIC
    • 7.4. Procedure for determining total heavy vehicle axle groups
    • 7.6. Design traffic for flexible pavements
  • 8. DESIGN OF NEW FLEXIBLE PAVEMENTS
    • 8.1. General
    • 8.2. Mechanistic procedure
    • 8.3. Empirical design of granular pavements with thin bituminoussurfacing
    • 8.4. Mechanistic procedure – example charts
  • 9. DESIGN OF NEW RIGID PAVEMENTS
    • 9.1. General
    • 9.2. Pavement types
    • 9.3. Factors used in thickness determination
    • 9.4. Base thickness design
    • 9.5. Reinforcement design procedures
    • 9.6. Joints
  • 10. COMPARISON OF DESIGNS
    • 10.1. General
    • 10.10. Pavement performance prediction
  • 11. IMPLEMENTATION OF DESIGN AND COLLECTION OFFEEDBACK
    • 11.2. Collection of feedback
  • REFERENCES
  • INFORMATION RETRIEVAL