Methods of Test for Aggregates for Concrete, Part VII: Alkali Aggregate Reactivity
IS 2386 Part 7 (1963) specifies the chemical test methods for assessing the potential alkali-aggregate reactivity in concrete aggregates. It guides engineers on preparing, storing, and measuring mortar specimens to evaluate expansion caused by alkali reactions, helping to predict durability issues in concrete structures. This standard is essential for materials engineers, concrete technologists, and quality control professionals involved in selecting and testing aggregates for concrete construction projects.
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1963Edition
Cement Concrete Aggregates and RCCCategory
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Overview
What This Standard Covers
IS 2386 Part 7 (1963) specifies the chemical test methods for assessing the potential alkali-aggregate reactivity in concrete aggregates. It guides engineers on preparing, storing, and measuring mortar specimens to evaluate expansion caused by alkali reactions, helping to predict durability issues in concrete structures. This standard is essential for materials engineers, concrete technologists, and quality control professionals involved in selecting and testing aggregates for concrete construction projects.
Audience
Who Uses This Standard
Materials Engineer
Concrete Technologist
Quality Control Engineer
Structural Engineer
Construction Project Manager
Laboratory Technician
Research Scientist in Concrete Technology
Contents
Key Topics Covered
✓Chemical method for alkali-aggregate reactivity testing
✓Preparation and grading of aggregate samples
✓Mortar specimen moulding and mixing procedures
✓Storage conditions and temperature controls for specimens
✓Measurement of expansion using dial gauges and comparators
✓Use of high- and low-alkali Portland cements in testing
✓Interpretation of test results and boundary criteria
✓Preparation and use of standard silica and chemical solutions
✓Calibration and maintenance of testing apparatus
✓Repeatability and accuracy requirements
✓Handling and processing of fine and coarse aggregates
✓Correlation of test results with field performance
✓Petrographic examination references
Structure
Table of Contents
1Scope▼
IS 2386 Part 7: Scope - Key Specifications & Tables
a) Scales:
Permissible variation at 2000 g load: ±2.0 g (in use)
IS 2386 Part 7 primarily covers testing of concrete aggregates, with key references and specifications as follows:
Key Specifications:
Reference to ASTM Standards: ASTM standards are used as supplementary guidance for test methods.
Rounding Off (IS 2-1960):
Results must be rounded off according to IS 2-1960 rules.
Retain the same number of significant digits as the specified value in IS 2386.
Latest Standards:
Any referenced Indian Standard should be interpreted as the latest version.
Important Notes:
IS 2386 Part 7 does not cover contract provisions—focuses solely on technical testing.
For detailed testing procedures, refer to the latest versions of referenced IS and ASTM standards.
Summary Table for Rounding (IS 2-1960):
Specified Value Precision
Round Off Result to Same Precision
2 decimal places
Round to 2 decimal places
3 significant figures
Round to 3 significant figures
flowchart LR
A[IS 2386 Part 7 Testing] --> B[Refer ASTM Standards]
A --> C[Use IS 2-1960 for Rounding]
A --> D[Refer Latest IS Versions]
B --> E[Supplementary Guidance]
C --> F[Maintain Specified Precision]
This ensures consistency and compliance across testing and reporting of aggregate properties.
12Annexure: Mould and Apparatus Details▼
IS 2386 Part 7 — Annexure: Mould and Apparatus Details
Key Specifications & Dimensions
Item
Details
Tamper
Medium-hard rubber or seasoned oak wood (paraffin treated at ~200℃ for 15 min)
Cross-section: 12.5 × 25 mm, Length: 125 or 150 mm
Flat tamping face, perpendicular to length
Trowel
Steel blade, length: 100 to 150 mm, straight edges
Containers
Corrosion-resistant, tight-fitting covers, vertical support with specimen 25 mm above water
Spacers to avoid specimen contact, prevent splashing and condensation
Length Comparator
Dial micrometer reading to 0.002 mm units, accuracy ±0.002 mm (0.02 mm range)
Range to accommodate gauge length variations, positive contact with gauge stud
Calibration against standards regularly
Specimen Moulds
Single or double moulds, preferred single
Dimensions: 25 × 25 mm cross-section ± 0.75 mm, gauge length 250 ± 2.5 mm
Gauge studs: diameter 6.3 mm, penetration 15.0 to 16.5 mm
Moulds made of steel or hard metal, rigid to prevent warping
Mixing Bowl
Stainless steel, capacity 5 to 8 litres, per Fig. 3
Dimensional Summary (mm)
Component
Dimension (mm)
Tamper cross-section
12.5 × 25
Tamper length
125 or 150
Trowel length
100 to 150
Specimen cross-section
25 × 25 ± 0.75
Gauge length
250 ± 2.5
Gauge stud diameter
6.3
Gauge stud penetration
15.0 to 16.5
Mould Assembly (Simplified Diagram)
Frequently Asked
Popular Questions About IS 2386 Part 7
?What is the procedure for preparing aggregate samples for alkali reactivity testing?▼
Procedure for Preparing Aggregate Samples for Alkali Reactivity Testing (IS 2386 Part 7):
Selection & Processing:
Fine aggregate: Use material processed with minimum crushing (Clause 2.4.1).
Coarse aggregate: Crush to produce a graded product representative of the proposed use.
If the same quarried material is used as both fine and coarse aggregate, test fine aggregate sizes unless coarse fractions differ significantly in composition.
Sample Size for Testing:
Crush and sieve aggregate to pass a 300-micron IS sieve and be retained on a 150-micron IS sieve (Clause 3.1).
Notes:
Crushing coarse aggregate to sand size may increase surface area and cause accentuated expansion.
Excessive expansion in crushed coarse aggregate must be verified by concrete specimen tests before classifying as reactive.
Summary Table of Sample Preparation
Aggregate Type
Processing
Sieve Sizes for Test Sample
Fine Aggregate
Minimal crushing
150 µm < size ≤ 300 µm
Coarse Aggregate
Crushed to graded product
150 µm < size ≤ 300 µm
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This ensures a representative and standardized sample for alkali reactivity testing per IS 2386 Part 7.
?How are mortar specimens stored and measured to assess expansion?▼
Storage and Measurement of Mortar Specimens for Expansion (IS 2386 Part 7)
Moulding: Fill moulds in two layers, compact each with a tamper, ensuring homogeneous specimens (Clause 2.5.5).
Initial Measurement (24 ± 2 h):
Remove specimens from moulds.
Measure length at 27 ± 2°C using a comparator.
Protect specimens from moisture loss before measurement.
Always orient specimens with the same end uppermost in the comparator (Clause 2.6.2).
Storage:
Place specimens vertically in a container at 38 ± 2°C, over water but not in contact.
Specimens placed in a container must be from the same day.
Do not mix specimens of different ages in the same container until previous are at least 28 days old.
Change water and clean container at each measurement (Clause 2.6.2).
Subsequent Measurements:
Before measuring, acclimatize specimens, comparator, and reference bar at 27 ± 2°C for at least 16 hours.
Record length changes at 1, 2, 3, 6, 9, 12 months, and every 6 months thereafter (Clause 2.7).
Calculation:
Expansion (%) = [(Length at time t - Length at 1 day) / Effective gauge length] × 100
This procedure ensures consistent, reliable expansion measurement of mortar specimens.
?What types of cement should be used in alkali-aggregate reactivity tests?▼
According to IS 2386 Part 7, for alkali-aggregate reactivity tests:
Use Ordinary Portland Cement (OPC) with an alkali content ≥ 1.0% (expressed as Na₂O + 0.658 K₂O).
This is a revision from the earlier requirement of 0.6% alkali content (Note 1 under Clause 2.4.3).
The cement-aggregate combination remains as specified, only the alkali content requirement changes.
Summary:
Parameter
Requirement
Cement type
Ordinary Portland Cement (OPC)
Alkali content (Na₂O + 0.658 K₂O)
≥ 1.0% (for evaluation)
This higher alkali content ensures a more reliable evaluation of potential expansive alkali reactivity in mortar bars.
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?How is the chemical method used to determine potential alkali reactivity?▼
Chemical Method for Determining Potential Alkali Reactivity (IS 2386 Part 7)
Objective: Measures the potential alkali reactivity of aggregates by quantifying the reaction between aggregate and 1 N NaOH solution.
Sample Preparation: Aggregate is crushed and sieved to pass a 300-micron IS sieve but retained on a 150-micron IS sieve.
Test Conditions: The aggregate reacts with 1 N sodium hydroxide solution at 80°C for 24 hours.
Measurement: The amount of reaction (usually indicated by dissolved silica or change in solution characteristics) reflects the aggregate's potential to react deleteriously with alkalis in cement.
Summary of Steps:
Crush and sieve aggregate (150–300 microns).
Immerse in 1 N NaOH solution.
Maintain at 80°C for 24 hours.
Analyze the reaction extent (chemical changes).
This method is a screening test; results should be correlated with mortar bar expansion tests and petrographic examination for final assessment.
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?What criteria indicate a potentially deleterious alkali-aggregate reaction?▼
Criteria for Potentially Deleterious Alkali-Aggregate Reaction (IS 2386 Part 7):
The test results are plotted on a graph (Fig. 6) with axes representing chemical parameters R and S.
Potentially deleterious reaction is indicated if the data point lies to the right of the boundary line in Fig. 6.
More specifically, if the point lies to the right of the boundary and above the line from (R=75, S=70) to (R=125, S=1000), the aggregate may cause alkali reactivity with low expansion in mortar bar tests.
In such cases, chemical test results should be accepted as indicating potential deleterious reactivity, unless proven otherwise by supplementary tests.
Supplementary tests involve mixing the test aggregate with an inert aggregate (e.g., quartz, Ennore sand, or chert-free limestone) in proportions from 5:95 to 50:50 by weight to confirm innocuous behavior.
Summary Table of Criteria
Condition
Interpretation
Data point right of boundary
Potentially deleterious alkali reactivity
Data point above line R=75 to R=125
Likely alkali-reactive with low expansion
Supplementary tests needed
To confirm innocuous nature if above conditions met
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This approach ensures reliable identification of aggregates that may cause alkali-aggregate reaction (AAR) problems in concrete.
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