Test Methods and Specifications

Cover of Placement of Concrete
Placement of Concrete
  • Publication no: ATS-5320-23
  • Published: 5 May 2023
  • Edition: 1.0

Austroads Technical Specification ATS 5320 sets out the requirements for the placement (including handling, compaction and finishing) and curing of special class concrete.

It applies to both cast-in-place and precast applications.

It does not apply to extruded concrete, sprayed concrete and cast-in-place concrete piles.

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


Implementation of this technical specification relies on the availability of technical specifications which are in development:

  • ATS 5326  Manufacture of Pretensioned Concrete Members
  • ATS 5327  Post Tensioning of Concrete
  • ATS 5321   Accelerated Curing of Concrete

This technical specification has been published to allow Austroads member agencies to prepare for implementation.

  • 1. Scope
  • 2. Referenced Documents
  • 3. Definitions
  • 4. Quality System Requirements
  • 5. Personnel
  • 6. Concrete Casting Sequence
  • 7. Placement and Compaction of Concrete
    • General
    • Discharge of concrete
    • Compaction of concrete
  • 8. Environmental Limits for Concreting Operations
    • General
    • Hot weather concreting
    • Evaporation limits
    • Evaporation retarding compound
    • Method for calculation of evaporation rates
    • Protection from rain
  • 9. Temperature Control of Large or Restrained Members
  • 10. Finishing of Concrete
    • Screeding of exposed surfaces
    • Finishing operations
  • 11. Construction Joints
    • General
    • Construction joints in marine and other aggressive environments
  • 12. Curing
    • General
    • Concrete temperature
    • Moist curing
    • Membrane curing (compounds)
    • Membrane curing (sheeting)
  • 13. Accelerated Curing of Concrete
    • General
    • Equipment
    • Process control
    • Delay period
    • Curing period
    • Temperature variation
  • 14. Concrete Temperature Monitoring
    • General
    • Temperature monitoring locations
    • Reporting
  • 15. Temperature Matched Curing
  • 16. Removal of Formwork and Loading of the Structure
  • 17. Cracking of Concrete
  • 18. Surface Finish
    • Formed surfaces
    • Unformed surfaces
    • Damage to the concrete surface
    • Drilling of holes in concrete members
  • 19. Dimensional Tolerances
  • Annexure A: Summary of Hold Points, Witness Points and Records
  • Annexure B: Chart for Estimation of Water Evaporation Rate