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IS 2386 Part 2 : 1963Methods of Test for Aggregates for Concrete - Part 2: Estimation of Deleterious Materials and Organic Impurities

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ASTM C136 / C136M · ASTM D4791 · BS EN 933-1
CurrentFrequently UsedTesting MethodMaterials Science · Aggregates and Sand
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OverviewValues5InternationalTablesFAQ4RelatedQA/QCNew

IS 2386:1963 Part 2 is the Indian Standard (BIS) for methods of test for aggregates for concrete - part 2: estimation of deleterious materials and organic impurities. This standard prescribes the methods of test for estimating deleterious materials and organic impurities in aggregates intended for use in concrete. It includes procedures for determining the percentage of clay, fine silt, dust, lightweight pieces, and the presence of harmful organic compounds that can inhibit cement hydration.

Specifies methods for determining the amount of deleterious materials and organic impurities in aggregates.

Overview

Status
Current
Usage level
Frequently Used
Domain
Materials Science — Aggregates and Sand
Type
Testing Method
International equivalents
ASTM C136 / C136M-19 · ASTM International (US)ASTM D4791-19 · ASTM International (US)BS EN 933-1:2012 · BSI (UK) / CEN (Europe)BS EN 933-3:2012 · BSI (UK) / CEN (Europe)
Typically used with
IS 383IS 456IS 460
Also on InfraLens for IS 2386
5Key values10QA/QC templates4FAQs
Practical Notes
! The colorimetric test for organic impurities is an indicator; if the liquid turns darker than the standard reference color, the aggregate should not be immediately rejected but subjected to mortar compressive strength tests.
! The sedimentation method is the standard laboratory method and provides a more accurate determination of clay and fine silt compared to the rapid field decantation method.
! When testing for lightweight pieces, the zinc chloride solution must be handled with care and its specific gravity strictly maintained at 2.0.
Frequently referenced clauses
Section 2 - Determination of Clay, Fine Silt and Fine Dust (Sedimentation Method)Section 3 - Determination of Clay, Fine Silt and Fine Dust (Decantation Method)Section 4 - Determination of Light-Weight PiecesSection 5 - Determination of Organic Impurities
Pulled from IS 2386:1963. Browse the full clause & table index below in Tables & Referenced Sections.
aggregatessandcoarse aggregatefine aggregatedeleterious materials

International Equivalents

Similar International Standards
ASTM C136 / C136M-19ASTM International (US)
HighCurrent
Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Covers the determination of particle size distribution of aggregates by sieving.
ASTM D4791-19ASTM International (US)
MediumCurrent
Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate
Covers determination of flat/elongated particles, analogous to IS code's flakiness/elongation.
BS EN 933-1:2012BSI (UK) / CEN (Europe)
HighCurrent
Tests for geometrical properties of aggregates - Part 1: Determination of particle size distribution - Sieving method
Specifies the reference method for determining the particle size distribution of aggregates.
BS EN 933-3:2012BSI (UK) / CEN (Europe)
HighCurrent
Tests for geometrical properties of aggregates - Part 3: Determination of particle shape - Flakiness index
Specifies the procedure for determining the flakiness index of coarse aggregates.
Key Differences
≠The definition of flakiness and elongation differs. IS 2386 defines a flaky particle as one whose least dimension is less than 0.6 times its mean dimension, and an elongated particle as one whose greatest dimension is more than 1.8 times its mean dimension. In contrast, ASTM D4791 defines these based on a ratio of dimensions (e.g., length to width) where the ratio itself (e.g., 2:1, 3:1) is specified by the user, not fixed in the standard.
≠IS 2386-1 includes a test method for 'Angularity Number,' which determines the angularity of an aggregate based on the percentage of voids in a compacted sample. This specific test is not commonly found in primary ASTM or EN standards, which use other methods like 'Uncompacted Void Content' (ASTM C1252) or 'Flow Coefficient' (EN 933-6) to characterize particle shape and texture.
≠While both IS and ASTM/EN standards use a series of sieves, the standard designated sieve sizes are different. IS 2386 uses a series like 80, 40, 20, 10, 4.75 mm, whereas ASTM C136 uses a series based on inches and their metric equivalents, such as 75 mm (3"), 37.5 mm (1-1/2"), 19.0 mm (3/4"), 9.5 mm (3/8"), and 4.75 mm (No. 4).
≠BS EN 933-4 uses a 'Shape Index' test, which is different from the 'Elongation Index' test in IS 2386. The Shape Index is calculated for individual particles using a caliper and is the ratio of length to thickness, whereas the Elongation Index in IS 2386 is determined in bulk by gauging particles against a length gauge set to 1.8 times the mean dimension of the aggregate fraction.
Key Similarities
≈The fundamental principle of sieve analysis is identical across IS 2386, ASTM C136, and BS EN 933-1: a known mass of aggregate is passed through a nest of sieves with progressively smaller openings, and the mass retained on each sieve is weighed to determine the particle size distribution.
≈All standards (IS 2386, ASTM C136, BS EN 933-1) recognize the 4.75 mm sieve (or its equivalent, the No. 4 sieve in ASTM) as the dividing line between coarse and fine aggregate.
≈The objective of the particle shape tests is the same. IS 2386 (Flakiness/Elongation), ASTM D4791 (Flat/Elongated), and BS EN 933-3 (Flakiness) all aim to quantify and limit the percentage of poorly shaped particles that can negatively impact concrete workability, consolidation, and strength.
≈All standards mandate rigorous sample preparation procedures, requiring that the test sample be representative of the bulk material and be reduced to a testing size using standardized methods like quartering or a mechanical sample splitter to avoid bias.
≈The concept and calculation method for Fineness Modulus of fine aggregate, as a sum of cumulative percentages retained on a specified set of sieves divided by 100, is a common feature in both IS 2386 and ASTM C136, serving as an index of the fineness of the material.
Parameter Comparison
ParameterIS ValueInternationalSource
Standard Sieve Series (Coarse)80, 63, 40, 20, 10, 4.75 mm75 (3"), 50 (2"), 37.5 (1.5"), 25 (1"), 19 (3/4"), 9.5 (3/8"), 4.75 mm (No. 4)ASTM C136 / C136M
Flakiness CriterionThickness < 0.6 × mean sieve sizeParticles passing through slots of a bar sieve with opening D/2 (where D is sieve size)BS EN 933-3
Elongation CriterionLength > 1.8 × mean sieve sizeRatio of length to width > specified value (e.g., 3:1); value is not fixed by the standard.ASTM D4791
Separator for Fine/Coarse Aggregate4.75 mm IS Sieve4.75 mm (No. 4) SieveASTM C136 / C136M
Sieving Time (Mechanical Shaker)Not less than 2 minutes. Sieving is complete when no more than 1% of residue passes a sieve in 1 minute.No specific time, but sieving is complete when no more than 0.5% by mass of the total sample passes any sieve during 1 minute.ASTM C136 / C136M
Shape Test ApparatusThickness Gauge (for flakiness) and Length Gauge (for elongation).Proportional Caliper Device.ASTM D4791
Basis of Calculation (Shape)Index is the mass of flaky/elongated particles as a percentage of the total mass tested.Percentage by mass or by particle count of particles exceeding a specified dimensional ratio.ASTM D4791
⚠ Verify details from original standards before use

Key Values5

Quick Reference Values
NaOH solution concentration (Organic Impurities)3 percent
Observation duration (Organic Impurities)24 hours
Specific gravity of zinc chloride (Light-weight Pieces)2.0
Oven drying temperature100 to 110 °C
Volume of glass bottle for organic impurities test350 ml
Key Formulas
Percentage of clay, fine silt and fine dust = (Weight of fine material / Total weight of sample) x 100
Percentage of light-weight pieces = (Weight of decanted light pieces / Weight of test sample) x 100

Tables & Referenced Sections

Key Tables
No tables data
Key Clauses
Section 2 - Determination of Clay, Fine Silt and Fine Dust (Sedimentation Method)
Section 3 - Determination of Clay, Fine Silt and Fine Dust (Decantation Method)
Section 4 - Determination of Light-Weight Pieces
Section 5 - Determination of Organic Impurities

Related Resources on InfraLens

Cross-Referenced Codes
IS 383:2016Coarse and Fine Aggregates for Concrete - Spe...
→
IS 456:2000Plain and Reinforced Concrete - Code of Pract...
→
IS 460:2000Test Sieves: Part-I Wire Cloth Test Sieves
→
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Mix Design Calculator
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Frequently Asked Questions4

What chemical is used to test for organic impurities in sand?+
A 3% solution of sodium hydroxide (NaOH) in water is used (Section 5).
How long must the sample sit during the organic impurities test?+
The sample must stand for 24 hours before comparing the color of the liquid.
How do you test for lightweight pieces in aggregates?+
By placing the aggregate in a heavy liquid (zinc chloride) with a specific gravity of 2.0 and weighing the fraction that floats (Section 4).
Is the decantation method sufficient for exact silt content?+
No, the decantation method is often used as a preliminary or routine check. The sedimentation method is recommended for precise estimation.

QA/QC Inspection Templates

Code-Specific Templates for IS 2386
✅
Aggregate Receiving Inspection Checklist
checklist
Excel / PDF
✅
Aggregate Stockpile Management Checklist
checklist
Excel / PDF
📐
Aggregate Quality Inspection & Test Plan (ITP)
plan
Excel / PDF
📊
Aggregate Sieve Analysis Report
test-report
Excel / PDF
📊
Aggregate Physical Properties Report
test-report
Excel / PDF
📊
Aggregate Chemical Tests Report
test-report
Excel / PDF
📐
Concrete Inspection & Test Plan (ITP)
plan
Excel / PDF
✅
Sub-base & Base Course Checklist
checklist
Excel / PDF
✅
Surface Dressing & Finishing Checklist
checklist
Excel / PDF
📊
Aggregate Material Test Certificate (MTC) Receipt Verification
test-report
Excel / PDF