When the fine aggregate is moist, volume batching is not considered as a good method for proportioning because of the ______.

When the fine aggregate is moist, volume batching is not considered as a good method for proportioning because of the ______

A. Irregular grain particles
B. Specific gravity
C. Bulking of sand
D. Fineness modulus
Correct Answer: C. Bulking of sand

📚 Detailed Explanation: Bulking of Sand Makes Volume Batching Unreliable

Why C (Bulking of sand) is correct: Moist sand has thin water films around each grain. Surface tension in these films pushes grains apart, increasing the apparent volume. For example, sand at 5% moisture content can bulk by as much as 30%. If you measure 2 units of moist sand by volume, the actual dry sand content could be only 2/1.30 = 1.54 units — a 23% deficiency. This causes the actual concrete mix to have less sand than specified, producing an unworkable or segregated mix.

Bulking of Sand — Effect on Volume Batching

Moisture Content (%) Approximate Bulking Actual Sand in “2 volumes”
0 (bone dry) 0% 2.00 volumes
5% ~25–30% 2.0/1.30 = 1.54 volumes
10% ~10% (decreasing) 2.0/1.10 = 1.82 volumes
Saturated 0% (bulking disappears) 2.00 volumes
  • Bulking of sand makes volume batching inaccurate — the measured volume overstates the actual sand content.
  • Weight batching avoids this problem since the weight of sand is unaffected by moisture (or can be easily corrected).
  • If volume batching is used, correction must be applied: measured vol. = specified vol. × (1 + bulking fraction).

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