- 2064 Poush (old course) · 6+2 marks
AIV, AAV, ACV and flakiness/elongation
Short answer
Aggregate Impact Value measures toughness by 15 hammer blows, % passing 2.36 mm. Los Angeles Abrasion Value measures hardness by 500 revolutions, % passing 1.7 mm. Aggregate Crushing Value measures strength under 40 t load, % passing 2.36 mm. Flakiness and elongation indices limit weak, poorly interlocking particles that reduce stability and increase binder demand.
Distinguish between Aggregate Impact Value, Aggregate Abrasion Value and Aggregate Crushing Value. Why is it necessary to determine flakiness and elongation indices of an aggregate sample?
Distinguishing the three values
| Point | Aggregate Impact Value (AIV) | Aggregate Abrasion Value (LAAV) | Aggregate Crushing Value (ACV) |
|---|---|---|---|
| Property measured | Toughness: resistance to sudden impact | Hardness: resistance to wear by abrasion and impact | Strength: resistance to gradually applied compressive load |
| Test | Impact machine, 14 kg hammer, 380 mm fall, 15 blows | Los Angeles machine, steel balls, 500 revolutions at 30-33 rpm | Cylinder, 40 t load in 10 min |
| Sample | 10-12.5 mm, 3 layers 25 tamps | 5 or 10 kg of graded aggregate | 10-12.5 mm, 3 layers 25 tamps |
| Result | % fines passing 2.36 mm | % passing 1.7 mm | % fines passing 2.36 mm |
| Formula | |||
| Typical limit | Not more than 30% (surface), 45% (base) | Not more than 30% (surface), 40-50% (base) | Not more than 30% (surface), 45% (base) |
Good aggregates give low values in all three tests.
Why flakiness and elongation indices are needed
- Flaky particles (least dimension less than 0.6 times the mean size) and elongated particles (length more than 1.8 times the mean size) have a poor shape.
- They are weak and break easily under rollers and traffic, which changes the grading.
- They do not interlock or pack well, leaving more voids and giving lower stability and poorer compaction.
- They tend to orient in the same direction, creating weak planes.
- They need more binder for coating in bituminous mixes.
So their quantity is controlled (combined flakiness and elongation index not more than about 30-35%) by determining these indices.
✓ Answer checked by Claude Opus 5.5 (high effort)
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