Construction Material Testing

Coarse and Fine Aggregate Testing

Complete physical and mechanical evaluation of aggregates for concrete and road construction

IS 2386 Part 1 IS 2386 Part 2 IS 2386 Part 3
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?

Aggregates constitute 60-75% of concrete volume and over 90% of granular road layers, making their quality the single most influential factor in structural durability. Coarse and fine aggregate testing at NKMPV covers the full spectrum of properties specified in Indian Standards: particle size distribution through sieve analysis, shape characteristics via elongation and flakiness indices, mechanical strength through Aggregate Impact Value (AIV), Aggregate Crushing Value (ACV), and Los Angeles Abrasion (LAA) tests, and physical properties including specific gravity, water absorption, and silt content. For concrete work, IS 383:2016 prescribes strict grading envelopes and limits on deleterious materials. A well-graded aggregate with low water absorption directly improves workability and long-term durability of concrete mixes designed per IS 10262. For road construction, MoRTH specifications mandate AIV below 30%, ACV below 30%, and LAA below 40% for granular sub-base and base courses — values that our testing quantifies precisely. NKMPV serves ready-mix concrete plants, crusher operators, highway contractors, and government quality-assurance teams across 10 states including Punjab, Haryana, Himachal Pradesh, Delhi, and more. We test aggregates sourced from riverbed quarries, hard-rock crushers, and manufactured sand units. Our NABL-accredited reports are accepted by NHAI, state PWDs, and third-party quality auditors verifying site material compliance.

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

IS 2386 Part 1

Methods of Test for Aggregates for Concrete — Particle Size and Shape

IS 2386 Part 2

Methods of Test for Aggregates for Concrete — Estimation of Deleterious Materials and Organic Impurities

IS 2386 Part 3

Methods of Test for Aggregates for Concrete — Specific Gravity, Density, Voids, Absorption, and Bulking

IS 2386 Part 4

Methods of Test for Aggregates for Concrete — Mechanical Properties

IS 383:2016

Coarse and Fine Aggregate for Concrete — Specification (Third Revision)

MoRTH 5th 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

Calibrated

Aggregate Impact Value (AIV) Apparatus

EIE Instruments

15 blows of 14 kg hammer from 380 mm height as per IS 2386 Part 4

Calibrated

Aggregate Crushing Value (ACV) Apparatus

AIMIL AIM-276

400 kN load applied at a rate of 40 kN/min over 10 minutes

Calibrated

Los Angeles Abrasion Machine

EIE Instruments

500 or 1000 revolutions at 30-33 rpm, accommodates grading A/B/C/D charges

Calibrated

Pycnometer (1 litre)

Brass pycnometer, IS pattern

1000 ml capacity for specific gravity determination of fine aggregate

Calibrated

Wire Basket Assembly

Stainless steel, IS pattern

For specific gravity and water absorption of coarse aggregate by buoyancy method

Calibrated

Thickness & Length Gauges

Standard IS gauges for elongation and flakiness

Full set covering 6.3 mm to 63 mm size fractions

Calibrated

Electronic Weighing Balance

Essae DS-252

30 kg capacity, least count 1 g (NABL calibrated)

Calibrated

Testing Process

1

Sample Collection & Receipt

Day 1

Representative 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.

2

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.

3

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.

4

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.

5

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.

6

Calculation, Analysis & Quality Check

Day 3-4

All 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.

7

NABL-Accredited Report Generation

Day 4-5

The 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

Aggregate testing is essential wherever concrete or granular construction materials are used. For concrete mix design per IS 10262, sieve analysis and specific gravity are mandatory inputs to calculate accurate proportions. Highway contractors require AIV, ACV, and LAA results for every aggregate source supplying Granular Sub-Base (GSB) and Wet Mix Macadam (WMM) layers as per MoRTH Section 400 specifications. Ready-mix concrete (RMC) plants use aggregate test data for daily quality assurance, while concrete cube strength results are directly traceable to aggregate quality. State PWDs, NHAI project consultants, and third-party quality auditors all mandate NABL-accredited aggregate testing at source approval stage and periodically during construction.
Source approval of crusher-run aggregate for NHAI and state highway projects Quality control at ready-mix concrete (RMC) batching plants Concrete mix design input — grading, specific gravity, and absorption per IS 10262 GSB and WMM material qualification per MoRTH Section 400 Manufactured sand (M-Sand) grading and quality verification Airport runway and taxiway pavement aggregate qualification per DGCA norms Bituminous mix aggregate screening per MS-2 and MoRTH Section 500 Pre-qualification testing for aggregate quarry and crusher operations

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).
  1. Gradation Sieve Analysis of Coarse Aggregate

Purpose: The Gradation Sieve Analysis of coarse aggregates determines the particle size distribution of the aggregates, which significantly influences the properties of concrete. Proper grading of aggregates improves the workability, strength, and durability of concrete. When aggregates are well-graded, there is better packing in the concrete mix, which reduces voids and lowers the cement requirement for the same mix. Procedure:
  • 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.
Fine aggregate testing and weight measurement as per IS 2386
Recording weights during fine aggregate testing in laboratory
Benefits:
  • 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.
Code Reference:
  1. Aggregate Impact Value (AIV)

Purpose: The Aggregate Impact Value (AIV) test measures the resistance of coarse aggregates to sudden shock or impact. This test is particularly important for aggregates used in concrete subjected to impact or heavy loads, such as pavements, roads, and structures exposed to vibrations. Procedure:
  • 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.
Benefits:
  • 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.
Code Reference:
  • IS 2386 (Part 4): 1963 – Methods of Test for Aggregate for Concrete: Part 4 – Mechanical Properties.
  1. Specific Gravity and Water Absorption of Coarse Aggregates (Size Between 40 mm and 10 mm)

Purpose:
  • 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.
Procedure:
  • 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.
Benefits:
  • 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.
Code Reference:
  • IS 2386 (Part 3): 1963 – Methods of Test for Aggregate for Concrete: Part 3 – Specific Gravity, Density, Voids, Absorption, and Bulking.
  1. Crushing Value of Coarse Aggregate

Purpose: The Crushing Value test evaluates the resistance of aggregates to crushing under compressive loads. It is particularly crucial for aggregates used in high-strength concrete and those exposed to heavy traffic loads or mechanical stresses. Procedure:
  • 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.
Benefits:
  • 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.
Code Reference:
  • IS 2386 (Part 4): 1963 – Methods of Test for Aggregate for Concrete: Part 4 – Mechanical Properties.
  1. Combined (F&E) Flakiness and Elongation Indices of Coarse Aggregates

Purpose: The Flakiness Index and Elongation Index tests assess the shape of coarse aggregate particles. Flaky and elongated particles are undesirable because they reduce interlocking between aggregate particles, negatively impacting the concrete’s strength and workability. Procedure:
  • 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.
Benefits:
  • 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.
Code Reference:
  • IS 2386 (Part 1): 1963 – Methods of Test for Aggregate for Concrete: Part 1 – Particle Size and Shape.
  1. Elongation Index of Coarse Aggregate

Purpose: The Elongation Index test measures the percentage of elongated particles in the aggregate. Elongated particles tend to have poor bonding properties and reduce the strength and durability of concrete. Procedure:
  • 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.
Benefits:
  • 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.
Code Reference:
  • IS 2386 (Part 1): 1963 – Methods of Test for Aggregate for Concrete: Part 1 – Particle Size and Shape.
  1. Flakiness Index of Coarse Aggregate

Purpose: The Flakiness Index test evaluates the proportion of thin, flat particles in the aggregate. These particles are undesirable because they tend to deform under load, leading to a weakened concrete mix. Procedure:
  • 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.
Benefits:
  • 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.
Code Reference:
  • IS 2386 (Part 1): 1963 – Methods of Test for Aggregate for Concrete: Part 1 – Particle Size and Shape.
  1. Soundness of Coarse, Fine, and Aggregate

Purpose: The Soundness test evaluates the ability of aggregates to withstand weathering actions, such as freeze-thaw cycles. This is particularly critical for aggregates used in harsh climates or those exposed to extreme weather conditions. Procedure:
  • 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.
Benefits:
  • 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.
Code Reference:
  • IS 2386 (Part 5): 1963 – Methods of Test for Aggregate for Concrete: Part 5 – Soundness.
  1. Material Finer than 75 Micron (μ) IS Sieve (Coarse Aggregate)

Purpose: This test determines the amount of fine material (finer than 75 microns) present in coarse aggregates. Excessive fines can increase water demand, reduce strength, and compromise the workability of concrete. Procedure:
  • 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.
Benefits:
  • 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.
Code Reference:
  • IS 2386 (Part 2): 1963 – Methods of Test for Aggregate for Concrete: Part 2 – Chemical and Physical Properties.
  1. Angularity Number of Coarse Aggregate

Purpose: The Angularity Number measures the angularity or sharpness of coarse aggregate particles. Angular particles interlock better, improving the strength and stability of the concrete mix. Procedure:
  • The aggregate sample is tested for angularity based on particle shape and the angle between edges.
Benefits:
  • 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.
Code Reference:
  • IS 2386 (Part 1): 1963 – Methods of Test for Aggregate for Concrete: Part 1 – Particle Size and Shape.
  1. Ten Percent Fine Value

Purpose: The Ten Percent Fine Value test measures the resistance of coarse aggregates to crushing. It identifies aggregates likely to break under heavy traffic or mechanical loading. Procedure:
  • 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.
Benefits:
  • 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.
Code Reference:
  • IS 2386 (Part 4): 1963 – Methods of Test for Aggregate for Concrete: Part 4 – Mechanical Properties.
  1. Gradation Sieve Analysis of Fine Aggregate

Purpose: The Gradation Sieve Analysis of fine aggregates helps determine the particle size distribution, which affects the workability and cement consumption in concrete. Procedure:
  • 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.
Benefits:
  • 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.
Code Reference:
  • IS 2386 (Part 1): 1963 – Methods of Test for Aggregate for Concrete: Part 1 – Particle Size and Shape.
  1. Specific Gravity, Apparent Specific Gravity, and Water Absorption of Fine Aggregates

Purpose:
  • 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.
Procedure:
  • 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.
Benefits:
  • 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.
Code Reference:
  • IS 2386 (Part 3): 1963 – Methods of Test for Aggregate for Concrete: Part 3 – Specific Gravity, Density, Voids, Absorption and Bulking.
  1. Material Finer than 75 Micron (μ) IS Sieve (Fine Aggregate)

Purpose: This test determines the proportion of fine material smaller than 75 microns in fine aggregates. Excessive fines can reduce the strength and workability of the concrete mix. Procedure:
  • Fine aggregate is passed through a 75 μm sieve, and the amount of material finer than this sieve is weighed.
Benefits:
  • 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.
Code Reference:
  • IS 2386 (Part 2): 1963 – Methods of Test for Aggregate for Concrete: Part 2 – Chemical and Physical Properties.
This comprehensive Coarse and Fine Aggregate Testing ensures that only the highest quality materials are used in concrete production. By evaluating various properties such as particle size, shape, strength, durability, and water absorption, engineers can optimize concrete mixes, ensuring that the final product is durable, strong, and workable. Each of these tests serves a vital role in maintaining high standards for construction projects across the world.

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

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.

Frequently Asked Questions

Aggregate testing in India follows IS 2386 (Parts 1 to 4) for test methods and IS 383:2016 for specifications and acceptance criteria. IS 2386 Part 1 covers sieve analysis and shape tests, Part 2 addresses deleterious materials, Part 3 covers specific gravity and water absorption, and Part 4 deals with mechanical properties like AIV, ACV, and LAA. For road construction, MoRTH 5th Revision Section 400 specifies additional acceptance limits.
For a full suite of tests, you need approximately 30-50 kg of coarse aggregate (the exact quantity depends on nominal maximum size — larger aggregate requires more material) and 10-15 kg of fine aggregate. Samples should be collected using the quartering method per IS 2430 from representative locations in the stockpile or directly from the conveyor belt at the crusher plant.
For road base and sub-base layers, MoRTH specifies an Aggregate Impact Value (AIV) of less than 30%. For wearing course aggregates in bituminous mixes, AIV should generally be below 24%. For concrete aggregates per IS 383:2016, an AIV below 45% is the maximum permissible limit, though most structural concrete specifications prefer AIV below 30%. Lower AIV indicates stronger, more impact-resistant aggregate.
Both tests measure mechanical strength but under different loading conditions. Aggregate Crushing Value (ACV) measures resistance to gradual compressive loading — a 400 kN load is applied slowly over 10 minutes. Los Angeles Abrasion (LAA) measures resistance to impact and abrasion from tumbling steel balls over 500-1000 revolutions in a rotating drum. LAA simulates field conditions more closely because aggregates in pavements experience both impact and grinding from traffic. A material may pass the ACV test but fail LAA if it is brittle under repeated impacts.
IS 383:2016 classifies fine aggregate into four grading zones (Zone I to Zone IV) based on the cumulative percentage passing each sieve. Zone I is the coarsest (fineness modulus around 3.0-3.3), while Zone IV is the finest (fineness modulus around 2.2-2.6). Zone II and Zone III are most commonly used in concrete. The grading zone affects concrete water demand — finer sand requires more water, which impacts the concrete mix design proportions.
A complete test suite covering sieve analysis, specific gravity, water absorption, AIV, ACV, LAA, elongation index, flakiness index, and silt content typically takes 3-5 working days from sample receipt. Oven-drying of samples accounts for the initial overnight period. If only sieve analysis and specific gravity are required, results can be delivered within 2 days. Rush testing may be available for urgent project requirements — contact our lab to confirm.

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