Practice Criteria for Acceptance (IS 456:2000) - 2.2 | 20. Acceptability Criteria in Concrete Mix Design | Civil Engineering Materials, Testing & Evaluation - Vol 2
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Criteria for Acceptance (IS 456:2000)

2.2 - Criteria for Acceptance (IS 456:2000)

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Learning

Practice Questions

Test your understanding with targeted questions

Question 1 Easy

What does 'fck' represent in concrete mix design?

💡 Hint: Think about the strength point where only a small percentage of samples fall below.

Question 2 Easy

Define workability.

💡 Hint: Consider how well concrete can flow and fill forms.

4 more questions available

Interactive Quizzes

Quick quizzes to reinforce your learning

Question 1

What is considered the minimum individual strength for acceptance of concrete mixes?

15 MPa
18 MPa
21 MPa

💡 Hint: Remember, it’s the limit set for individual tests.

Question 2

True or False: Durability is solely determined by compressive strength.

True
False

💡 Hint: Think about what else contributes to durability.

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Challenge Problems

Push your limits with advanced challenges

Challenge 1 Hard

Given a scenario where you've tested seven concrete samples yielding results of: 26, 24, 25, 21, 20, 23, and 22 MPa, calculate whether you can approve this mix for use.

💡 Hint: Assess average strength and individual results!

Challenge 2 Hard

If you decrease the water-cement ratio from 0.50 to 0.42 to enhance durability, what factors should you monitor?

💡 Hint: Think about how cement interacts with water and aggregates.

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