For estimating the water absorption of 4.75 mm aggregate used for concrete, the prescribed oven drying temperature (degree C) is:

For estimating the water absorption of 4.75 mm aggregate used for concrete, the prescribed oven drying temperature (°C) is:

A. 100 – 110
B. 110 – 120
C. 120 – 130
D. 90 – 100
Correct Answer: A. 100 – 110°C

🧱 Detailed Explanation: Oven Drying Temperature for Aggregate Water Absorption

Water absorption of aggregates is determined by comparing the mass of a saturated surface-dry (SSD) aggregate sample with the same sample after complete drying. The drying temperature is a carefully specified parameter under IS 2386 (Part III): 1963 to ensure all pore moisture is driven off without damaging the aggregate’s mineral structure.

Why A (100–110°C) is the correct answer:
Water boils at 100°C at standard atmospheric pressure, so any temperature at or above this guarantees all pore water (both free and capillary) is evaporated. The upper limit of 110°C provides a small safety margin to accelerate drying, while staying well below the temperatures that could cause thermal decomposition or mineralogical changes in the aggregate. This is the same standard oven-drying range used in soil mechanics (IS 2720) and for determining moisture content in building materials.

• <100°C (D: 90–100) → May not fully dry pores; results would be underestimated.
• 110–120°C (B) or 120–130°C (C) → Risk of mineralogical changes in heat-sensitive aggregates (e.g., shales, chalk); results would be unreliable.

Water Absorption Test Procedure (IS 2386 Part III)

Step Action
1. Saturation Immerse aggregate in water for 24 hours at room temperature
2. SSD condition Remove and surface-dry with a damp cloth; weigh → W1
3. Oven drying Dry at 100–110°C for 24 hours; cool in desiccator
4. Weighing Weigh oven-dry sample → W2
5. Calculation Water absorption = (W1 − W2) ÷ W2 × 100 (%)

Key Concepts for Students

  • 100–110°C is the standard oven-drying temperature for aggregates — the same range used in soil mechanics (IS 2720) and general material moisture testing.
  • Water absorption reveals aggregate porosity — IS 383 limits absorption to ≤2% for coarse aggregate to ensure good freeze-thaw resistance and chemical durability.
  • High water absorption means the aggregate will absorb mixing water, reducing the effective w/c ratio and workability. This must be corrected in the mix design (add extra water equal to absorbed water).
  • The SSD condition is the mix-design reference: aggregate in SSD state adds zero net water to or draws zero net water from the mix.

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