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Aggregates Testing

Alkali-Silica Reactivity Testing: ASTM C1260 and ASTM C1567 Standards Explained

Expert guide to alkali-silica reactivity (ASR) testing in concrete aggregates using ASTM C1260 accelerated mortar bar test and ASTM C1567 SCM effectiveness testing for military, nuclear, and commercial construction projects.

ASTM C1260 and C1567 provide the technical framework for ASR testing and mitigation. Understanding these standards helps you specify appropriate testing, interpret results correctly, and make informed decisions about aggregate suitability. For military and nuclear projects where long-term durability is critical, ASR testing is typically required.

ASTM C1260: Potential Alkali Reactivity

ASTM C1260 defines the accelerated mortar bar test procedure. Mortar bars with test aggregate are subjected to 80°C and high-pH sodium hydroxide solution for 16 days. The specimen preparation, equipment requirements, measurement procedures, and pass/fail criteria are all precisely defined. An expansion result of ≤0.10% is considered acceptable for most applications. Results between 0.10-0.20% warrant further investigation with supplementary testing.

  • 16-day test at 80°C in NaOH
  • Mortar bar casting procedures
  • Precision measurement requirements
  • ≤0.10% expansion = acceptable

ASTM C1567: SCM Effectiveness Testing

ASTM C1567 evaluates whether supplementary cementitious materials (SCM) like fly ash or slag can mitigate ASR in reactive aggregates. The test compares ASR expansion with and without the SCM at a fixed substitution level (typically 25% fly ash or 50% slag). If the SCM reduces expansion below the threshold, it can be specified as mitigation. This allows potentially reactive aggregates to be used safely with proper SCM addition.

  • Tests SCM effectiveness for ASR mitigation
  • Fixed substitution levels
  • Fly ash or slag evaluation
  • Enables use of reactive aggregates with mitigation

Practical Application for Project Specifications

On projects where ASR is a concern, specifications typically require: (1) ASTM C1260 testing of all proposed aggregates; (2) rejection of reactive aggregates or requirement for mitigation; (3) ASTM C1567 testing if SCM mitigation is selected; (4) verification of cement alkali content if low-alkali cement is specified. Military and nuclear projects often have stricter requirements, specifying innocuous aggregates without mitigation allowance.

  • Aggregate testing required
  • Results-based acceptance criteria
  • Mitigation options when needed
  • Verification testing

Long-Term Durability Confidence

By conducting ASR testing early in the project and specifying appropriate mitigation if needed, you eliminate a major source of long-term deterioration risk. Unlike ASR problems that might not appear for 10-20 years, testing provides upfront assurance that aggregate and concrete system are compatible. For structures designed for 50+ year service life, this confidence is invaluable.

  • Eliminates long-term ASR risk
  • Upfront testing provides assurance
  • Appropriate mitigation available
  • Critical for long-lived structures

Applicable Standards

ASTM C1260ASTM C1567

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