BMT

4.6 QUALITY CONTROL OF ADMIXTURES

Admixtures are materials (other than water, aggregates, and cement) added to concrete to modify its properties. Their quality control is essential to ensure compatibility with cement, stability of performance, and long-term durability of concrete.

4.6.1 Classification of Admixtures (as per IS 9103)

Type of Admixture Purpose / Function Examples / Typical Use
Plasticizers (Water-reducing admixtures) Improve workability without increasing water content Lignosulfonates, Hydroxycarboxylic acids
Superplasticizers (High range water reducers) Large reduction in water for high strength and flowability Sulphonated naphthalene formaldehyde (SNF), Polycarboxylate ethers (PCE)
Retarders Delay setting time, useful in hot weather concreting Sugars, Phosphates, Gypsum-based
Accelerators Reduce setting time, useful in cold weather concreting Calcium nitrate, Triethanolamine
Air-entraining agents Introduce microscopic air bubbles for frost resistance Vinsol resin, Synthetic detergents
Waterproofing admixtures Reduce permeability Metallic stearates, Silicates
Mineral admixtures Improve strength, durability, and economy Fly ash, Silica fume, GGBS, Metakaolin

4.6.2 Sampling and Storage

4.6.3 Laboratory Quality Tests for Admixtures

Test Name Description / Objective Typical Requirement / Acceptance Criteria Standard Reference
1. Dry Material Content / Solid Content Test Determines the percentage of solids present in liquid admixture Within manufacturer’s declared range (±2%) IS 9103
2. pH Value Test Measures acidity or alkalinity to ensure compatibility with cement pH between 6 – 10 (generally acceptable range) IS 9103
3. Specific Gravity Test Ensures uniform concentration and helps in dosage control As per manufacturer’s declaration (commonly 1.05–1.20) IS 9103
4. Compatibility with Cement Checks for abnormal setting, flash set, or segregation when mixed with cement No abnormal setting or segregation observed IS 9103, Annex C
5. Effect on Setting Time Measures change in initial and final setting time compared to control Change within ±1 hour for plasticizers; within limits of IS 9103 Table 1 IS 9103, IS 4031 (Part 5)
6. Effect on Compressive Strength 7 and 28-day compressive strength of concrete with admixture vs. control ≥90% of control mix (unless otherwise specified) IS 9103, IS 516
7. Workability Test (Slump / Flow Table) Evaluates improvement in workability due to admixture Increase in slump / flow as per requirement IS 1199
8. Air Content Test (for air-entraining agents) Determines total air content in concrete 3–6% air (depending on exposure conditions) IS 1199, IS 9103
9. Chloride Content Test Ensures chloride levels are within permissible limits to avoid corrosion ≤0.1% by mass of cement (for reinforced concrete) IS 9103, IS 456
10. Sulphate Content Test Ensures sulphate levels are within safe limits ≤0.5% by mass of cement IS 9103, IS 456

4.6.4 Field Quality Control Measures

4.6.5 Key Quality Considerations

Aspect Quality Guideline
Storage Stability Inspect regularly for precipitation or phase separation
Compatibility with Cement Must be tested whenever there is a change in cement source or type
Dosage Control Use graduated dispensers for liquid admixtures
Record Keeping Maintain test certificates, batch details, and field performance logs
Environmental Conditions Avoid exposure to direct sunlight and temperature above 40°C

4.6.6 Relevant BIS and ASTM Standards

Standard No. Title / Description
IS 9103 Specification for Concrete Admixtures
IS 2645 Integral Waterproofing Compounds for Cement Mortar and Concrete
IS 456 Code of Practice for Plain and Reinforced Concrete (limits on admixture use)
IS 383 Specification for Coarse and Fine Aggregates (compatibility considerations)
ASTM C494 Standard Specification for Chemical Admixtures for Concrete
ASTM C260 Air-Entraining Admixtures for Concrete