IS 2386 Part 8 outlines the standardized petrographic examination methods for aggregates used in concrete, focusing on detailed microscopic analysis to assess mineral composition, texture, and potential deleterious constituents. This standard is essential for engineers, petrographers, and quality control professionals aiming to evaluate the suitability and durability of natural and crushed aggregates in concrete construction within India.
Overview
IS 2386 Part 8 outlines the standardized petrographic examination methods for aggregates used in concrete, focusing on detailed microscopic analysis to assess mineral composition, texture, and potential deleterious constituents. This standard is essential for engineers, petrographers, and quality control professionals aiming to evaluate the suitability and durability of natural and crushed aggregates in concrete construction within India.
Audience
Contents
Structure
IS 2386 Part 8 — Scope & Key Specifications
| Constituent | Number of Particles (20 mm sieve) | Percent (%) |
|---|---|---|
| A1 | 250 | 50.0 |
| A2 | 50 | 10.0 |
| A3 | 10 | 2.0 |
| B1 | 107 | 21.4 |
| B2 | 76 | 15.2 |
| C1 | 5 | 1.0 |
| C2 | 2 | 0.4 |
| Total | 500 | 100 |
flowchart LR
A[Sample Collection] --> B[Specimen Preparation]
B --> C[Cutting with Rock Saw]
C --> D[Grinding & Polishing]
D --> E[Particle Counting on Sieves]
E --> F[Calculate Percent Composition (Table III)]
F --> G[Report Results (Rounded per IS 2-1960)]
This ensures standardized, reproducible aggregate testing per IS 2386 Part 8.
IS 2386 Part 8: Terminology and Definitions — Key Formulas & Tables
| Constituent | 20 mm | 12.5 mm | 10 mm | 4.75 mm |
|---|---|---|---|---|
| No. of Particles | % | No. of Particles | % | |
| A1 | 250 | 50.0 | 200 | 40.0 |
| A2 | 50 | 10.0 | 100 | 20.0 |
| A3 | 10 | 2.0 | 50 | 10.0 |
| B1 | 107 | 21.4 | 70 | 14.0 |
| B2 | 76 | 15.2 | 53 | 10.6 |
| B3 | - | - | 20 | 4.0 |
| C1 | 5 | 1.0 | 5 | 1.0 |
| C2 | 2 | 0.4 | 2 | 0.4 |
| C3 | - | 1 | - | - |
| ** |
IS 2386 Part 8: Apparatus and Supplies for Petrographic Examination
| Purpose | Apparatus / Supplies | Specifications / Notes |
|---|---|---|
| Specimen Preparation | Rock-cutting saw | Diamond blade, ~350 mm diameter |
| Horizontal grinding wheel | ~400 mm diameter | |
| Polishing wheel | 200-300 mm diameter | |
| Abrasives | Silicon carbide grit No. 150, 180, 220; Emery | |
| Microscope slides | Clear, non-corrosive, 25 x 45 mm | |
| Canada balsam | Neutral, in xylene | |
| Mounting medium | Suitable for thin sections | |
| Laboratory oven | For drying specimens | |
| Plate glass squares | ~300 mm edges, for thin-section grinding | |
| Jones riffle sampler | For sample splitting | |
| Micro cover glasses | Non-corrosive, 12-18 mm or 25 mm | |
| Plattner mortar | For crushing samples |
| Specimen Examination | Polarizing microscope | Mechanical stage, multiple objectives, compensators (full/quarter-wave, quartz wedge) | | | Microscope lamps | Preferably including sodium arc lamp | | | Stereoscopic microscope | Magnification 6X to 60X | | | Magnet or electromagnet | For magnetic mineral identification | | | Needle holder and points | For handling specimens | | | Dropping bottle | 60 ml capacity | | | Forceps | Smooth, straight-pointed | | | Petri culture dishes | For sample handling | | | Lens paper | For cleaning lenses |
Immersion Media: Refractive index range from 1.410 to 1.785 in steps of 0.005.
IS 2386 Part 8: Selection and Preparation of Samples
| Sieve Size (mm) | Quantity (kg) | Pieces (No.) |
|---|---|---|
| 160 to 320 | - | * |
| 80 to 160 | - | 300* |
| 40 to 80 | 180 | - |
| 20 to 40 | 90 | - |
| 4.75 to 20 | 45 | - |
| Sand | 22.5 | - |
Note: "" means unselected or as per field conditions.
| Constituent | # Particles Retained on Sieve 20 mm | % Composition | 12.5 mm | % | 10 mm | % | 4.75 mm | % |
|---|---|---|---|---|---|---|---|---|
| A1 | 250 | 50.0 | 200 | 40 | 150 | 30 | 50 | 10 |
| A2 | 50 | 10.0 | 100 | 20 |
IS 2386 Part 8: Examination Procedures - Key Apparatus & Specifications
flowchart LR
A[Specimen Preparation] --> B[Cutting (Diamond Saw)]
B --> C[Grinding (Silicon Carbide Grit)]
C --> D[Polishing (Polishing Wheel)]
D --> E[Mounting (Slides + Canada Balsam)]
E --> F[Examination]
F --> G[Polarizing Microscope]
F --> H[Stereoscopic Microscope]
F --> I[Magnet & Accessories]
For detailed calculations and reporting, refer to Clause 3.6 of IS 2386 Part 8.
IS 2386 Part 8: Petrographic Analysis of Coarse Aggregates - Key Points
| Rock Type | 40-20 mm | 20-10 mm | 10-4.75 mm | Description | Chemical | Physical |
|---|---|---|---|---|---|---|
| Chalcedonic cherts | 2.0% | 3.1% | 5.4% | Hard, massive, poor bonding | Deleterious | Fair |
| Quartzites | 3.6% | 4.0% | 7.0% | Hard, massive, fine-grained | Innocuous | Satisfactory |
flowchart TD
A[Sample Collection] --> B[Sieve Analysis]
B --> C[Microscopic Examination]
C --> D[Identify Rock Types & Constituents]
D --> E[Quantify by Weight & Particle Count]
E --> F[Assess Chemical & Physical Quality]
F --> G[Prepare Petrographic Report]
IS 2386 Part 8: Petrographic Analysis of Natural Sand – Key Points
| Property | 40-20 mm (%) | 20-10 mm (%) | 10-4.75 mm (%) |
|---|---|---|---|
| Chemical | |||
| Innocuous | 79.9 | 67.6 | 62.0 |
| Deleterious* | 20.1 | 32.4 | 38.0 |
| Physical | |||
| Good | 21.0 | 21.8 | 20.5 |
| Satisfactory | 54.4 | 60.6 | 62.5 |
| Fair | 13.9 | 13.7 | 14.5 |
| Poor | 9.8 | 3.9 | 2.5 |
*Deleterious materials may be high in alkalis.
flowchart TD
A[Collect Sand Sample] --> B[Sieving as per IS 2386 Pt 1]
B --> C[Separate Fractions by Size]
C --> D[Examine Larger Fractions First]
D --> E[Stereoscopic Microscope]
E --> F[Petrographic Microscope for Small Fractions]
F --> G[Estimate Proportions & Quality]
G --> H[Prepare
IS 2386 Part 8: Examination of Ledge Rock and Core Samples
Sampling:
Examination Procedure (Clause 3.5.2):
Recording (Clause 3.4.2.4):
| Sieve Size (mm) | % Passing | Rock Type Composition (%) | Notes (Texture, Condition) |
|---|---|---|---|
| 20 | 100 | Granite 70, Feldspar 30 | Well cemented, coarse grain |
| 10 | 85 | ||
| 4.75 | 60 | ||
| 2.36 | 40 |
flowchart TD
A[Collect Core/Ledge Rock Samples] --> B[Inspect Sample Size & Type]
B --> C{Is Sample Blasted Broken Stone?}
C -- Yes --> D[Estimate Rock Type Abundance]
D --> E[Sample Each Rock Type]
C -- No --> E
E --> F[Describe Rock Types (Shape, Texture, Composition, etc.)]
F --> G[Particle Counts & Sieve Analysis]
G --> H[Prepare Weighted Average Composition Tables]
H --> I[Report Preparation]
``
IS 2386 Part 8 — Calculations and Reporting (Clause 3.6)
Particle count per sieve fraction: Count total particles retained on each sieve size (e.g., 20 mm, 12.5 mm, 10 mm, 4.75 mm).
Percentage calculation: For each constituent in a sieve fraction,
[ \text{Percentage} = \frac{\text{Number of particles of constituent}}{\text{Total particles in sieve fraction}} \times 100 ]
Reporting: Percentages are rounded to whole numbers; constituents ≤ 0.5% reported as traces.
Weighted composition: Construct a table showing composition per sieve fraction and weighted composition for the whole sample (see Table IV in the code).
| Constituent | 20 mm No. | 20 mm % | 12.5 mm No. | 12.5 mm % | 10 mm No. | 10 mm % | 4.75 mm No. | 4.75 mm % |
|---|---|---|---|---|---|---|---|---|
| A1 | 250 | 50.0 | 200 | 40.0 | 150 | 30.0 | 50 | 10.0 |
| A2 | 50 | 10.0 | 100 | 20.0 | 125 | 25.0 | 100 | 20.0 |
| ... | ... | ... | ... | ... | ... | ... | ... | ... |
| Total | 500 | 100 | 500 | 100 | 500 | 100 | 500 | 100 |
flowchart TD
A[Count particles per sieve fraction] --> B[Calculate % per constituent]
B --> C[Construct composition table]
C --> D[Calculate weighted composition for whole sample]
IS 2386 Part 8: Interpretation of Petrographic Data - Key Points
| Property | 40-20 mm (%) | 20-10 mm (%) | 10-4.75 mm (%) |
|---|---|---|---|
| Chemical | |||
| Innocuous | 79.9 | 67.6 | 62.0 |
| Deleterious* | 20.1 | 32.4 | 38.0 |
| Physical | |||
| Good | 21.0 | 21.8 | 20.5 |
| Satisfactory | 54.4 | 60.6 | 62.5 |
| Fair | 13.9 | 13.7 | 14.5 |
| Poor | 9.8 | 3.9 | 2.5 |
*Deleterious materials may be high in alkalies affecting durability.
flowchart LR
A[Aggregate Sample] --> B[Petrographic Examination]
B --> C{Constituent Identification}
IS 2386 Part 8: Quality Assessment Criteria for Aggregates
| Rock Type | % by Weight (40-20 mm) | % by Weight (20-10 mm) | % by Weight (10-4.75 mm) | Description | Quality (Chemical) | Quality (Physical) |
|---|---|---|---|---|---|---|
| Chalcedonic cherts | 2.0 | 3.1 | 5.4 | Hard, massive, poor bonding | Deleterious | Fair |
| Quartzites | 3.6 | 4.0 | 7.0 | Hard, massive, fine-grained | Innocuous | Satisfactory |
| Constituent | Number of Particles (20 mm) | % (20 mm) | Number of Particles (12.5 mm) | % (12.5 mm) | Number of Particles (10 mm) | % (10 mm) | Number of Particles (4.75 mm) | % (4.75 mm) |
|---|---|---|---|---|---|---|---|---|
| A1 | 250 | 50.0 | 200 | 40.0 | 150 | 30.0 | 50 | 10.0 |
| A2 | 50 | 10.0 | 100 | 20.0 | 125 | 25.0 | 100 | 20.0 |
| ... | ... | ... | ... | ... | ... | ... | ... | ... |
| Total | 500 | 100 | 500 | 100 | 500 | 100 | 500 | 100 |
IS 2386 Part 8: References to Related Standards
Rounding Off (Clause 0.5):
Final test values shall be rounded as per IS 2:1960 (Rules for Rounding Off Numerical Values).
Scope (Clause 0.6):
This standard covers testing of concrete aggregates only, excluding contractual provisions.
Reference to Latest Versions (Clause 0.4):
All Indian Standards cited should be taken as their latest editions.
Particle Count Calculation (Clause 3.6.1.4, Table III):
Provides the number and percentage of particles retained on sieves (20mm, 12.5mm, 10mm, 4.75mm) for various constituents (A1, A2, Ag, B1, B2, B3, C1, C2, C3).
Example snippet:
| Constituent | 20 mm Particles | % | 12.5 mm Particles | % |
|---|---|---|---|---|
| A1 | 250 | 50 | 200 | 40 |
| A2 | 50 | 10 | 100 | 20 |
flowchart LR
A[IS 2386 Part 8] --> B[Testing of Aggregates]
A --> C[Rounding off per IS 2:1960]
A --> D[Use latest IS versions]
B --> E[Particle Count Table III]
E --> F[Sieve Sizes: 20, 12.5, 10, 4.75 mm]
Summary: Use latest IS standards, round results per IS 2, and refer to Table III for particle count calculations.
Frequently Asked
Recommended Procedures for Preparing Aggregate Samples for Petrographic Examination (IS 2386 Part 8):
Sampling (Clause 3.3):
Sample Selection & Sieving (Clause 3.4.1):
Fine Fractions (<600 micron) Preparation (Clause 3.4.3.3):
| Step | Description |
|---|---|
| Sampling | Supervised by geologist, follow IS 2430 |
| Sieving | Per IS 2386 Part 1; separate each fraction |
| Fine fraction reduction | Jones riffle or coning & quartering to ~5g |
| Slide preparation | Mount in immersion oil, cover glass |
| Microscopic examination | Petrographic microscope; count & identify grains |
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This ensures representative, well-prepared samples for accurate petrographic analysis.
As per IS 2386 Part 8 (1963), essential microscopes and equipment for petrographic tests include:
| Equipment | Purpose |
|---|---|
| Hand lens | Basic visual examination |
| Stereoscopic microscope | Grain identification, counting, wet/dry study |
| Petrographic microscope | Detailed mineralogy, thin sections, immersion mounts |
| Immersion media | Optical property identification |
| Abbe Refractometer | Calibrate immersion media indices |
| Photomicrographic camera | Document microscopic features |
This setup ensures comprehensive petrographic analysis of aggregates per IS 2386 Part 8.
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IS 2386 Part 8 addresses the identification of deleterious materials in aggregates primarily through petrographic examination. Key points include:
Two Methods:
Procedure (Clause 2.3.4):
Classification of Quality:
Objective: Visual segregation to estimate deleterious content affecting concrete durability and strength.
This systematic petrographic and chemical assessment helps exclude aggregates likely to cause durability or strength issues in concrete.
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Summary: IS 2386 Part 8 uses detailed petrographic examination to identify and classify deleterious materials by their physical and chemical characteristics, ensuring only suitable aggregates are used in concrete.
IS 2386 Part 8: Criteria for Evaluating Chemical & Physical Quality of Aggregates
The standard evaluates aggregates based on three main criteria:
Petrographic Identity
Physical Quality
Classified into four grades based on strength, durability, and abrasion resistance:
| Grade | Description |
|---|---|
| Good | Superior strength, durability, abrasion resistance under all climatic conditions |
| Satisfactory | High/moderate strength and durability under all climatic conditions |
| Fair | Moderate strength/durability under ideal conditions; may degrade under rigorous conditions |
| Poor | Low strength and durability; causes concrete breakdown under rigorous conditions |
Chemical Quality
Additional Notes:
This systematic approach ensures aggregates contribute positively to concrete performance and durability.
Reporting and Interpreting Petrographic Examination Results (IS 2386 Part 8)
Report Structure (Clause 3.6.2):
Interpretation (Clause 2.4.1):
Purpose (Clause 3.1):
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This ensures quality assurance through clear, structured petrographic reporting.
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