As per IS 10262 : 2019, what is the approximate amount of entrapped air to be expected in normal (non-air-entrained) concrete, when 10 mm Nominal Maximum Size of Aggregate is used?

As per IS 10262 : 2019, what is the approximate amount of entrapped air (%) to be expected in normal (non-air-entrained) concrete, when 10 mm Nominal Maximum Size of Aggregate (NMSA) is used?

A. 1.5%
B. 1.0%
C. 0.5%
D. 2.0%
Correct Answer: A. 1.5%

📚 Detailed Explanation: Entrapped Air in Normal Concrete (IS 10262:2019)

Why A (1.5%) is correct: Entrapped air is the unintentional air trapped in concrete during mixing and placing. Smaller maximum aggregate size = smaller particle voids that are harder to consolidate = more entrapped air. IS 10262:2019 Table 2 specifies these values for mix design water content calculation. With NMSA = 10 mm, the expected entrapped air is 1.5%.

IS 10262:2019 — Entrapped Air vs. NMSA

NMSA (mm) Entrapped Air (%)
10 1.5
20 1.0
40 0.5

Why Smaller Aggregate = More Entrapped Air

  • Smaller aggregates have more surface area per unit volume → more inter-particle contacts → more trapped air pockets.
  • Larger aggregates allow better consolidation of fresh concrete, leaving fewer air voids.
  • This value is used in IS 10262 mix design to calculate the absolute volume of aggregate needed.
  • Note: This is entrapped air (involuntary), not entrained air (deliberately introduced by AEAs).

← Back to MCQs on Proportioning of Concrete Mixes

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