During a concrete mix design process, what happens to the free maximum water cement ratio when grade of concrete is increased?

During a concrete mix design process, what happens to the free maximum water cement ratio when grade of concrete is increased?

A. Increases non-linearly
B. Decreases
C. Increases linearly
D. Remains constant
Correct Answer: B. Decreases

📚 Detailed Explanation: w/c Ratio Decreases as Grade Increases

Why B (Decreases) is correct: Concrete grade is defined by its 28-day characteristic compressive strength. Higher grade = higher required strength. Abrams' Law states: compressive strength is inversely proportional to w/c ratio. Therefore, to achieve higher strength, the w/c ratio must be lowered. IS 456 also specifies maximum permissible w/c ratios for durability, which decrease with increasing environmental exposure.

IS 456 — Maximum Free w/c Ratio by Grade and Exposure

Exposure Minimum Grade Max w/c Ratio
Mild M20 0.55
Moderate M25 0.50
Severe M30 0.45
Very Severe M35 0.45
Extreme M40 0.40
  • Higher grade → lower maximum w/c ratio (to achieve higher strength).
  • Abrams' Law: fc = A / Bw/c where A and B are constants; as w/c ↓, strength ↑.

← Back to MCQs on Proportioning of Concrete Mixes

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