Table of Contents
ToggleIS Code: IS 2386 (Part IV) | Last Updated: 11 Dec 2025 | Author: Kishor Kumar
The Aggregate Impact Value (AIV) Test evaluates toughness and durability of aggregates. This guide per IS 2386 provides procedure, apparatus, calculation, and permissible limits, making it site-ready for engineers and QA/QC teams ensuring strong and long-lasting pavement layers.
| Trial | W1 (g) | W2 (g) | AIV (%) |
|---|---|---|---|
| 1 | 500 | 75 | 15.0 |
| 2 | 500 | 77 | 15.4 |
| 3 | 500 | 76 | 15.2 |
Average AIV = 15.2% (Suitable for wearing surfaces)
Aggregate Impact Value (AIV):
AIV (%) = (W2 / W1) × 100
Lower AIV values indicate stronger and tougher aggregates. High AIV values indicate weak aggregates unsuitable for heavy traffic pavements.
Aggregate Impact Value (AIV) is the percentage of fines produced when aggregates are subjected to sudden impact loading. It indicates the toughness and durability of aggregates used in pavement construction.
The Aggregate Impact Value test is specified under IS 2386 (Part IV), which provides the standard procedure for determining aggregate impact resistance.
Aggregates are placed in a standard cylindrical mould and subjected to 15 blows of a hammer. The material passing through the 2.36 mm sieve is weighed to calculate the impact value.
The test ensures that aggregates are tough enough to resist impact loads from traffic, preventing premature pavement failure.
For wearing surfaces, AIV should be less than 30%. For other concrete works, it should generally be less than 45%, as per project specifications.
Explore detailed test procedures, calculations and acceptance criteria as per IS, MoRTH & IRC specifications: