Coarse and Fine Aggregate Testing
Complete physical and mechanical evaluation of aggregates for concrete and road construction
Coarse and fine aggregate testing evaluates the physical, mechanical, and grading properties of natural and manufactured aggregates used in concrete, road bases, and bituminous mixes. These tests ensure that aggregates meet the requirements of IS 383:2016 and IS 2386 (Parts 1 through 4) before they enter the construction supply chain.
What Is Coarse and Fine Aggregate Testing?
Test Parameters & Acceptance Criteria
The following parameters are evaluated during aggregate testing. Acceptance limits are drawn from IS 383:2016 for concrete aggregates and MoRTH 5th Revision for road construction aggregates. Project-specific specifications may impose tighter limits.
| Parameter | Value / Range | Unit | Standard |
|---|---|---|---|
| Sieve Analysis (Particle Size Distribution) | Grading per IS 383 Table 7/8/9 | % passing | IS 2386 Part 1 |
| Fineness Modulus (Fine Aggregate) | 2.2 - 3.3 (Zone I to IV) | IS 2386 Part 1 | |
| Specific Gravity (Coarse Aggregate) | 2.5 - 3.0 (typical) | IS 2386 Part 3 Cl. 3 | |
| Specific Gravity (Fine Aggregate) | 2.5 - 2.8 (typical) | IS 2386 Part 3 Cl. 4 | |
| Water Absorption | < 2% (desirable for concrete) | % | IS 2386 Part 3 |
| Aggregate Impact Value (AIV) | < 30% (road base), < 45% (wearing course limit) | % | IS 2386 Part 4 Cl. 5 |
| Aggregate Crushing Value (ACV) | < 30% (concrete), < 45% (maximum) | % | IS 2386 Part 4 Cl. 3 |
| Los Angeles Abrasion Value (LAA) | < 30% (wearing course), < 40% (base course) | % | IS 2386 Part 4 Cl. 7 |
| Elongation Index | < 25% (preferred), < 35% (maximum) | % | IS 2386 Part 1 Cl. 5 |
| Flakiness Index | < 25% (preferred), < 35% (maximum) | % | IS 2386 Part 1 Cl. 4 |
| Silt Content (Fine Aggregate) | < 3% (uncrushed), < 15% (crushed) | % | IS 2386 Part 2 Cl. 5 |
Applicable Indian Standards
Methods of Test for Aggregates for Concrete — Particle Size and Shape
Methods of Test for Aggregates for Concrete — Estimation of Deleterious Materials and Organic Impurities
Methods of Test for Aggregates for Concrete — Specific Gravity, Density, Voids, Absorption, and Bulking
Methods of Test for Aggregates for Concrete — Mechanical Properties
Coarse and Fine Aggregate for Concrete — Specification (Third Revision)
Specifications for Road and Bridge Works — Section 400 (Sub-Base, Base, and Surface Courses)
Equipment Used
Sieve Shaker (Motorised)
AIMIL AIM-450
Standard set: 80 mm, 40 mm, 20 mm, 10 mm, 4.75 mm, 2.36 mm, 1.18 mm, 600 micron, 300 micron, 150 micron, 75 micron IS sieves
CalibratedAggregate Impact Value (AIV) Apparatus
EIE Instruments
15 blows of 14 kg hammer from 380 mm height as per IS 2386 Part 4
CalibratedAggregate Crushing Value (ACV) Apparatus
AIMIL AIM-276
400 kN load applied at a rate of 40 kN/min over 10 minutes
CalibratedLos Angeles Abrasion Machine
EIE Instruments
500 or 1000 revolutions at 30-33 rpm, accommodates grading A/B/C/D charges
CalibratedPycnometer (1 litre)
Brass pycnometer, IS pattern
1000 ml capacity for specific gravity determination of fine aggregate
CalibratedWire Basket Assembly
Stainless steel, IS pattern
For specific gravity and water absorption of coarse aggregate by buoyancy method
CalibratedThickness & Length Gauges
Standard IS gauges for elongation and flakiness
Full set covering 6.3 mm to 63 mm size fractions
CalibratedElectronic Weighing Balance
Essae DS-252
30 kg capacity, least count 1 g (NABL calibrated)
CalibratedTesting Process
Sample Collection & Receipt
Day 1Representative aggregate samples are collected from the quarry, crusher plant, or project stockpile using the quartering method per IS 2430. A minimum of 30-50 kg of coarse aggregate (depending on nominal maximum size) and 10-15 kg of fine aggregate is required. Samples are tagged with source, date, and project details upon receipt at our Pinjore laboratory.
Sieve Analysis & Shape Tests
Day 1-2 (including oven-drying overnight)Coarse and fine aggregate samples are oven-dried to constant mass at 100-110 degrees Celsius. The dried samples are passed through a nest of standard IS sieves on a motorised shaker. Individual size fractions are weighed and cumulative passing percentages are calculated. Separately, each fraction of coarse aggregate is tested for elongation using a length gauge and flakiness using a thickness gauge per IS 2386 Part 1.
Specific Gravity & Water Absorption
Day 2 (4-6 hours including soaking)Coarse aggregate specific gravity is determined using the wire basket buoyancy method — oven-dried, saturated surface-dry, and submerged weights are recorded. For fine aggregate, the pycnometer method is used, where the aggregate is placed in a calibrated flask and water is added to eliminate entrapped air. Apparent and bulk specific gravities and water absorption percentages are calculated from the recorded weights.
Mechanical Strength Tests (AIV, ACV, LAA)
Day 2-3 (2-3 hours per test)For Aggregate Impact Value, a standard 14 kg hammer is dropped 15 times onto aggregate packed in a steel cup, and the percentage passing 2.36 mm is recorded. For Aggregate Crushing Value, aggregate in a steel cylinder is loaded to 400 kN over 10 minutes, and fines passing 2.36 mm are weighed. For Los Angeles Abrasion, aggregate and steel charge balls are rotated in a drum for 500 or 1000 revolutions, and abrasion loss passing the 1.70 mm sieve is measured.
Silt Content & Deleterious Material Assessment
Day 3 (2-3 hours)Fine aggregate silt content is determined by the wet-sieving method — the sample is washed through a 75-micron sieve until the wash water runs clear, and the percentage of material lost is recorded. Where required, organic impurity testing is conducted using the sodium hydroxide colour method per IS 2386 Part 2 to detect harmful organic matter that could affect concrete setting.
Calculation, Analysis & Quality Check
Day 3-4All raw data is entered into our LIMS (Laboratory Information Management System). Grading curves are plotted and checked against IS 383:2016 envelopes. Mechanical properties are compared against MoRTH and project-specific limits. A senior engineer reviews all results and verifies calculations before the report is approved for issue.
NABL-Accredited Report Generation
Day 4-5The final test certificate includes sieve analysis with grading curve, fineness modulus, specific gravity, water absorption, AIV, ACV, LAA, elongation and flakiness indices, and silt content. Reports are issued under NABL accreditation with unique certificate numbers and are delivered as digitally signed PDFs along with hard copies if requested.
Where This Test Is Used
Detailed Information
Coarse and Fine Aggregate Testing
Aggregates are essential materials in the production of concrete, accounting for approximately 60-75% of the total volume. The physical properties of these aggregates have a significant influence on the quality, strength, durability, and workability of the concrete. Ensuring that the aggregates used in construction are of the right quality is therefore crucial for achieving optimum concrete performance. Various tests are conducted to assess the properties of coarse and fine aggregates to ensure their suitability. This report provides an in-depth look at the essential tests performed on coarse and fine aggregates, explaining their purposes, testing procedures, benefits, and reference standards according to Indian Standard Codes (IS).-
Gradation Sieve Analysis of Coarse Aggregate
- A representative sample of coarse aggregate is taken.
- The sample is weighed and then passed through a series of sieves with progressively smaller mesh sizes.
- The material retained on each sieve is weighed, and the percentage of material passing through each sieve is calculated.
- A gradation curve is then plotted to assess the distribution of the aggregate particles across the sieve sizes.

- Improved Workability:Properly graded aggregates help achieve better packing density, which enhances workability.
- Enhanced Concrete Strength:A better-packed aggregate structure with fewer voids results in a denser and stronger concrete mix.
- IS 2386 (Part 1): 1963 – Methods of Test for Aggregate for Concrete: Part 1 – Particle Size and Shape.
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Aggregate Impact Value (AIV)
- A standard sample of coarse aggregate is placed in a cylindrical mould.
- The sample is subjected to 15 blows from a hammer falling from a specified height.
- After the test, the percentage of fines (material passing through a 2.36 mm sieve) is calculated, and the Aggregate Impact Value is determined.
- Durability Assessment:Aggregates with a low AIV (below 30%) are more durable and suitable for impact-prone applications such as roads and pavements.
- Quality Control:Identifies aggregates that are susceptible to breakage under impact, ensuring the selection of high-quality aggregates for critical structures.
- IS 2386 (Part 4): 1963 – Methods of Test for Aggregate for Concrete: Part 4 – Mechanical Properties.
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Specific Gravity and Water Absorption of Coarse Aggregates (Size Between 40 mm and 10 mm)
- Specific Gravity:The specific gravity of aggregates determines their density relative to water. It plays a vital role in the concrete mix design, particularly in calculating the water-cement ratio.
- Water Absorption:This test measures the water absorption capacity of aggregates, which affects the water-cement ratio and workability of the concrete mix.
- Specific Gravity:A dry sample of aggregate is weighed. The sample is then immersed in water, and the weight is measured. The specific gravity is calculated using the formula: Specific Gravity=Weight of Dry SampleWeight of Dry Sample−Weight in Water\text{Specific Gravity} = \frac{\text{Weight of Dry Sample}}{\text{Weight of Dry Sample} - \text{Weight in Water}}Specific Gravity=Weight of Dry Sample−Weight in WaterWeight of Dry Sample
- Water Absorption:The aggregate sample is soaked in water for 24 hours, after which it is weighed. The percentage increase in weight is calculated to determine the water absorption rate.
- Accurate Mix Design:The specific gravity value helps in determining the correct proportions of aggregates in the concrete mix.
- Workability Control:Knowing the water absorption rate ensures the correct amount of water is added, contributing to the desired workability and mix consistency.
- IS 2386 (Part 3): 1963 – Methods of Test for Aggregate for Concrete: Part 3 – Specific Gravity, Density, Voids, Absorption, and Bulking.
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Crushing Value of Coarse Aggregate
- A sample of coarse aggregate is placed in a cylindrical mould.
- A specified load is applied using a compression testing machine.
- After the test, the material passing through a 2.36 mm sieve is weighed, and the Crushing Value is calculated as the percentage of fines produced.
- Aggregate Selection:A low Crushing Value indicates stronger aggregates that are better suited for high-strength concrete mixes.
- Durability Assurance:Aggregates with a low Crushing Value can withstand heavy traffic and compressive loads without breaking, ensuring the durability of concrete structures.
- IS 2386 (Part 4): 1963 – Methods of Test for Aggregate for Concrete: Part 4 – Mechanical Properties.
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Combined (F&E) Flakiness and Elongation Indices of Coarse Aggregates
- Flakiness Index:The aggregate is sieved, and particles with a thickness less than 0.6 times their mean dimension are considered flaky.
- Elongation Index:Particles with a length greater than 1.8 times their mean dimension are considered elongated. The combined flakiness and elongation index is determined by adding the values of both indices.
- Improved Concrete Quality:Low flakiness and elongation indices improve the strength and durability of concrete.
- Enhanced Workability:Well-shaped aggregates interlock better, reducing segregation and improving workability.
- IS 2386 (Part 1): 1963 – Methods of Test for Aggregate for Concrete: Part 1 – Particle Size and Shape.
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Elongation Index of Coarse Aggregate
- The sample of coarse aggregate is sieved, and the percentage of particles whose length is greater than 1.8 times the mean dimension is calculated.
- Enhanced Concrete Strength:Reducing the elongation index helps ensure effective interlocking of aggregates, improving the overall strength of concrete.
- Improved Mix Stability:Avoiding elongated particles ensures greater stability and uniformity in the concrete mix.
- IS 2386 (Part 1): 1963 – Methods of Test for Aggregate for Concrete: Part 1 – Particle Size and Shape.
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Flakiness Index of Coarse Aggregate
- The sample of aggregate is sieved, and particles with a thickness less than 0.6 times their mean dimension are considered flaky.
- The percentage of flaky particles is then calculated.
- Improved Workability:Aggregates with a low flakiness index enhance particle packing, improving workability and stability.
- Enhanced Durability:Reduces the risk of segregation and improves the durability of concrete.
- IS 2386 (Part 1): 1963 – Methods of Test for Aggregate for Concrete: Part 1 – Particle Size and Shape.
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Soundness of Coarse, Fine, and Aggregate
- Aggregates are immersed in a solution of sodium sulfate or magnesium sulfate and subjected to cycles of immersion and drying.
- The loss of weight after each cycle is measured to assess the soundness of the aggregate.
- Durability Assurance:Ensures that aggregates can endure freeze-thaw conditions without disintegrating.
- Quality Control:Helps in selecting aggregates that will not degrade over time, ensuring long-lasting concrete structures.
- IS 2386 (Part 5): 1963 – Methods of Test for Aggregate for Concrete: Part 5 – Soundness.
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Material Finer than 75 Micron (μ) IS Sieve (Coarse Aggregate)
- The aggregate sample is passed through a 75 μm sieve, and the amount of material finer than this sieve is weighed.
- The percentage of fines is calculated relative to the total sample weight.
- Improved Concrete Quality:Helps control the quality of aggregates, reducing risks such as increased water demand or reduced strength.
- Optimized Mix Design:Ensures the right balance of fines in the aggregate, which improves workability and stability.
- IS 2386 (Part 2): 1963 – Methods of Test for Aggregate for Concrete: Part 2 – Chemical and Physical Properties.
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Angularity Number of Coarse Aggregate
- The aggregate sample is tested for angularity based on particle shape and the angle between edges.
- Enhanced Concrete Strength:Angular particles interlock better, resulting in stronger concrete.
- Improved Workability:Angular aggregates provide better stability and reduce segregation in the concrete mix.
- IS 2386 (Part 1): 1963 – Methods of Test for Aggregate for Concrete: Part 1 – Particle Size and Shape.
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Ten Percent Fine Value
- A sample of coarse aggregate is subjected to a 400 kN load, and the fines produced are weighed. The percentage of fines is calculated relative to the total sample weight.
- Strength Prediction:Low ten percent fine values indicate aggregates that can withstand heavy loads, making them suitable for high-stress concrete applications.
- Durability:Ensures that aggregates maintain their structural integrity under compression over time.
- IS 2386 (Part 4): 1963 – Methods of Test for Aggregate for Concrete: Part 4 – Mechanical Properties.
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Gradation Sieve Analysis of Fine Aggregate
- The fine aggregate is sieved through a series of sieves, and the percentage passing through each sieve is calculated.
- A gradation curve is plotted to visualize the distribution of fine particles.
- Improved Concrete Properties:Proper gradation enhances workability, reduces cement consumption, and increases the strength of the concrete.
- Consistency:Ensures consistency in concrete performance across different batches.
- IS 2386 (Part 1): 1963 – Methods of Test for Aggregate for Concrete: Part 1 – Particle Size and Shape.
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Specific Gravity, Apparent Specific Gravity, and Water Absorption of Fine Aggregates
- Specific Gravity:Determines the density of fine aggregates relative to water, crucial for mix design.
- Water Absorption:Measures the water absorption capacity of fine aggregates, impacting the water-cement ratio.
- The fine aggregate sample is immersed in water, and the dry weight is measured.
- The specific gravity and water absorption are calculated based on standard formulas.
- Accurate Mix Design:Helps determine the correct amount of water required for the mix.
- Improved Workability:Ensures proper balance between cement and water, improving workability.
- IS 2386 (Part 3): 1963 – Methods of Test for Aggregate for Concrete: Part 3 – Specific Gravity, Density, Voids, Absorption and Bulking.
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Material Finer than 75 Micron (μ) IS Sieve (Fine Aggregate)
- Fine aggregate is passed through a 75 μm sieve, and the amount of material finer than this sieve is weighed.
- Optimized Concrete Mix:Ensures the fine content is within the acceptable limits, improving mix stability.
- Enhanced Strength and Workability:Proper control of fines leads to better concrete quality.
- IS 2386 (Part 2): 1963 – Methods of Test for Aggregate for Concrete: Part 2 – Chemical and Physical Properties.
For quality control and compliance in construction projects, coarse and fine aggregate testing must be carried out strictly as per Indian Standards. Tests such as sieve analysis, impact value, crushing value, abrasion value, water absorption, and specific gravity are defined under IS 2386 (part 1 - 5), which governs the physical and mechanical properties of aggregates used in concrete, pavement layers, and structural works.
Contact Us for Coarse and Fine Aggregate Testing
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Why Choose NKMPV for Coarse and Fine Aggregate Testing?
NABL Accredited Reports
Our aggregate test reports carry NABL accreditation (ISO/IEC 17025:2017), making them accepted by NHAI, state PWDs, RMC plant auditors, and arbitration tribunals without requiring additional verification.
Complete Aggregate Test Suite
We perform the entire range of tests under IS 2386 Parts 1 through 4 and IS 383:2016 in a single engagement — sieve analysis, specific gravity, water absorption, AIV, ACV, LAA, elongation, flakiness, and silt content — eliminating the need to visit multiple labs.
Crusher & Quarry Source Approval Expertise
We have tested aggregates from over 50 quarry and crusher sources across the Shivalik belt, Chandigarh periphery, and Himachal Pradesh. Our engineers understand the geological characteristics of regional aggregate sources and can advise on suitability for specific applications.
High-Volume Testing Capacity
Our sieve shakers, AIV apparatus, and LA abrasion machine can process multiple samples simultaneously. For large highway projects requiring source approval of several aggregate sizes, we deliver complete results within 3-5 working days.
Integrated with Mix Design Services
Aggregate test data feeds directly into our concrete mix design and GSB/WMM mix design services. Clients who bundle aggregate testing with mix design receive a cohesive material characterisation package with consistent data across reports.