Test Methods and Specifications

Cover of Lean-mix Concrete Subbase
Lean-mix Concrete Subbase
  • Publication no: ATS-3520-25
  • Published: 5 March 2025
  • Edition: 1.0

Austroads Technical Specification ATS 3520 sets out the requirements for the construction of lean-mix concrete subbase (LCS). It includes the requirements for constituent materials;

  • concrete mix design;
  • production and transport of concrete;
  • concrete subbase paving;
  • survey;
  • sampling and testing; and
  • conformity criteria.

The technical specification can also be downloaded as a Word document.

  • 1. Scope
  • 2. Referenced Documents
  • 3. Definitions
    • Abbreviations
    • Symbols
  • 4. Quality System Requirements
  • 5. Materials
    • Aggregates – General
    • Fine Aggregate
    • Coarse Aggregate
    • Alkali-Aggregate Reactivity
    • Combined Aggregate Particle Size Distribution
    • Cementitious Materials
    • Water
    • Admixtures
    • Curing Compounds
    • Steel Reinforcement (for Subgrade Beam)
  • 6. Design of Concrete Mixes
    • General
    • Cementitious Content
    • Compressive Strength
    • Consistence
    • Shrinkage
    • Other Concrete Attributes
    • Trial Mixing for Mix Design
    • Submission of Nominated Mixes
    • Change to Authorised Nominated Mix
  • 7. Production and Transport of Concrete
    • General
    • Production Mixes
    • Production Monitoring
    • Measurement of Mixing Time
    • Minimum Mixing Time
    • Maximum Mixing Time
    • Admixture Addition
    • Discharge
    • Transport of Concrete
    • Consistence (Slump) of Concrete
    • Minimum Frequency of Routine Consistence Testing
    • Retempering
    • Forming Time
    • Air Content of Concrete
  • 8. Concreting Personnel
    • General
    • Paving Supervisor
    • Paving Crew
  • 9. Subgrade Beam
    • General
    • Steel Reinforcement
    • Concrete for Subgrade Beam
    • Curing and Protection from Damage
  • 10. Subbase Concrete Paving
    • General
    • Traceability
    • Temperature and Weather Condition
    • Slipform (Mechanical) Paving
    • Paving Equipment
    • Fixed-Form (Manual) Paving
    • Paving in Transition Zones
    • Joints and Edges
    • Prevention of Moisture Loss
    • Surface Finish
  • 11. Curing
    • General
    • Curing Times
    • Respraying
    • Curing Compound Types
    • Equipment
    • Application Rate
    • Verification of Application Rate
    • Conformity of Application
    • Wet Curing
  • 12. Concrete Paving Trial
    • General
    • Assessment and Reporting
    • Acceptance of Trial Section
    • New Trial Section
  • 13. Protection of Work
    • Temperature
    • Rain
    • Trafficking of Subbase
  • 14. Surface Debonding/Bonding Treatment
    • General
    • Types of Debonding/Bonding Treatments
    • Times for Treatment
    • Surface Preparation and Repair Treatment
    • Cutback Bitumen and Bitumen Emulsion Seals
    • Wax Emulsion (Under Concrete Base)
  • 15. Survey
    • General
    • Survey of Underlying Surface Levels
    • Survey of LCS Finished Surface Levels
    • Alignment
    • Surface Profile
  • 16. Conformity – Concrete Cracking
    • Types of Concrete Cracking
    • Crack Assessment
  • 17. Conformity – Concrete Compressive Strength
    • Sub-Lot Delineation
    • Test Groups
    • Location and Frequency of Coring
    • Test Specimens
    • Correction Factors
    • Acceptance of Sub-Lots with Core Compressive Strength Deficiency
  • 18. Conformity – Thickness
    • General
    • Thickness Determination from Survey
    • Thickness Determination from Cores
    • Discrepancy Between Thickness from Survey and Cores
    • Mean Thickness
    • Conformity for Thickness
    • Acceptance of Sub-Lots with Thickness Deficiency
    • Offsetting Subbase Thickness Deficiency With Increased Base Thickness
  • 19. Conformity – Alignment, Levels and Surface Profile
    • Alignment
    • Surface Levels
    • Surface Profile
  • 20. Redesign of Pavement Levels
    • Redesign by the Contractor
    • Redesign by the Principal
  • 21. Restoration of LCS After Coring
  • 22. Removal and Replacement of Lean-Mix Concrete Subbase
    • Boundaries of Section for Removal
    • Sawcutting
    • Replacement
  • Annexure A: Summary of Hold Points, Witness Points and Records
  • Annexure B: Mixer Uniformity Testing
    • B1 General
    • B2 Stationary Mixer
    • B3 Mobile Mixers
  • Annexure C: Paving Trial Report
  • Annexure D: Minimum Frequency of Testing
  • Amendment Record