MATERIALS

Flakiness & Elongation Index

Percentage of flat/elongated particles — controls aggregate particle shape

Also calledflakiness indexelongation indexflaky aggregateelongated aggregateshape test aggregate
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CODES
Definition

The flakiness index is the percentage by weight of aggregate particles whose least dimension (thickness) is less than 0.6 times their mean sieve size; the elongation index is the percentage whose greatest dimension (length) exceeds 1.8 times their mean size. Both are determined per IS 2386 Part 1 using a thickness gauge and a length gauge respectively.

Flaky and elongated particles are structurally weak (snap easily), pack poorly, increase voids and hence water/binder demand, and reduce workability and pavement stability. IS 383/MORTH typically limit the combined flakiness + elongation index to about ≤30-35% for concrete and ≤25-30% for bituminous wearing courses. Crushers producing excessive flaky material (impact vs cone crusher choice) are a common root cause and a quarry-acceptance flag.

Where used
  • Concrete + bituminous aggregate shape acceptance
  • Pavement-mix stability + voids control
  • Crusher-type / quarry-source evaluation
  • Workability + binder-demand optimisation
  • Aggregate-quality dispute screening
Acceptance / threshold
Per IS 2386 Part 1; combined flakiness + elongation index commonly ≤30-35% for concrete and ≤25-30% for bituminous wearing courses per IS 383/MORTH.
Frequently asked
Why are flaky and elongated aggregates undesirable?
They are mechanically weak, pack poorly with high voids, raise water/binder demand and reduce workability and pavement stability, so codes cap their percentage.
How are flakiness and elongation index measured?
Per IS 2386 Part 1 — flakiness using a metal thickness gauge (least dimension < 0.6× mean size) and elongation using a length gauge (greatest dimension > 1.8× mean size).
Related terms