As specified in IS 2386 (Part IV): 1963, which of the following set of sieves are used to find the crushing value of coarse aggregates?

As specified in IS 2386 (Part IV): 1963, which of the following set of sieves are used to find the crushing value of coarse aggregates?

A. 2.36 mm, 6.3 mm, 12.5 mm
B. 10 mm, 12.5 mm, 20 mm
C. 6.3 mm, 10 mm, 12.5 mm
D. 2.36 mm, 10 mm, 12.5 mm
Correct Answer: D. 2.36 mm, 10 mm, 12.5 mm

🧱 Detailed Explanation: Sieve Sizes for the Aggregate Crushing Value Test

The Aggregate Crushing Value (ACV) test, specified in IS 2386 (Part IV): 1963, measures how much an aggregate breaks down under a gradually applied compressive load of 40 tonnes. Three specific sieves are involved at different stages of the test.

Why these three sieves?

Role of each sieve in the ACV test:
1. 12.5 mm sieve (upper limit): The test sample must pass through this sieve — oversized particles that are retained are discarded.
2. 10 mm sieve (lower limit): The sample must be retained on this sieve. The 10–12.5 mm single-sized fraction is then filled into the steel test mould.
3. 2.36 mm sieve (post-crush): After the 40-tonne load is applied, the crushed aggregate is sieved on this sieve. The fraction passing 2.36 mm represents the crushed fines.

ACV formula: (Mass passing 2.36 mm ÷ Original mass) × 100 = ACV (%)

Sieve Roles in the ACV Test

Sieve Size Stage Purpose
12.5 mm IS sieve Sample preparation Remove oversized particles (retained = discarded)
10 mm IS sieve Sample preparation Define test fraction (retained material = test sample)
2.36 mm IS sieve Post-crushing Quantify the fines produced = indicates crushing damage

ACV Limit Values (IS 2386 / IS 383)

Application Maximum ACV
Wearing course of pavement 30%
WBM base course 40%
Building concrete aggregates 45%

Key Concepts for Students

  • The ACV test uses a static 40-tonne load (gradual compression) — not a hammer or rotating drum. It measures resistance to crushing, not impact or abrasion.
  • The 2.36 mm sieve is the most critical sieve — it separates intact aggregate (retained) from crushed fines (passing) to calculate the ACV percentage.
  • Options A, B, and C are wrong because they substitute incorrect sieve sizes: 6.3 mm has no role in ACV; 20 mm is too large for the test cylinder.
  • A lower ACV means the aggregate is stronger and more resistant to crushing under load.

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