Table of Contents
ToggleThe Los Angeles Abrasion Test is one of the most important tests used to evaluate the toughness and abrasion resistance of coarse aggregates used in road construction and concrete works.
This test determines how aggregates behave when subjected to wear, impact and grinding action. Aggregates with high abrasion resistance ensure longer pavement life, better durability and reduced maintenance costs.
The test is conducted according to IS 2386 (Part IV) – Methods of Test for Aggregates and is also specified in MoRTH Specifications for Road and Bridge Works (5th Revision, 2013).
Aggregates are the primary load-bearing material in flexible pavements. When traffic loads move over pavement surfaces, aggregates are continuously subjected to:
If aggregates are weak, they will break into smaller particles, causing:
The Los Angeles Abrasion Test helps engineers select durable aggregates suitable for highway construction.
The main objectives of the Los Angeles Abrasion Test are:
Proper sample preparation is essential for accurate test results. The following steps should be followed:
| Grading | Aggregate Size (mm) | Sample Weight (g) | No. of Revolutions | Typical Use |
|---|---|---|---|---|
| A | 63 – 50 | 5000 | 500 | Granular Sub Base |
| B | 50 – 40 | 5000 | 500 | WMM Base |
| C | 40 – 25 | 5000 | 500 | Dense Bituminous Macadam |
| D | 25 – 20 | 5000 | 500 | Bituminous Macadam |
| E | 20 – 12.5 | 5000 | 1000 | Bituminous Concrete |
The Los Angeles abrasion value is calculated using the following formula:
Los Angeles Abrasion Value (%) = ((A − B) / A) × 100
Where:
Initial weight of sample = 5000 g Weight retained after test = 3600 g
Abrasion Value = ((5000 − 3600) / 5000) × 100
Abrasion Value = 28%
| Layer | Maximum LA Abrasion Value |
|---|---|
| Granular Sub Base | 45% |
| Base Course | 40% |
| Bituminous Layers | 35% |
| Wearing Course | 30% |
It is a laboratory test used to determine the resistance of aggregates to abrasion and impact.
For wearing courses in highways, the maximum value is typically 30%.
The test is specified in IS 2386 (Part IV).
Lower abrasion value means stronger and more durable aggregates.
Explore detailed test procedures, calculations and acceptance criteria as per IS, MoRTH & IRC specifications:
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