Practice Step 5: Selection of Aggregate Ratio and Grading - 17.5.5 | 17. Design of Concrete Mix for Pavements | Pavement Materials
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Step 5: Selection of Aggregate Ratio and Grading

17.5.5 - Step 5: Selection of Aggregate Ratio and Grading

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Practice Questions

Test your understanding with targeted questions

Question 1 Easy

Define coarse aggregate in the context of concrete mix design.

💡 Hint: Think about the size of the aggregate.

Question 2 Easy

What is a grading limit?

💡 Hint: Consider how sizes are classified.

4 more questions available

Interactive Quizzes

Quick quizzes to reinforce your learning

Question 1

What is the primary focus when selecting aggregate ratios for concrete mix design?

Visual appeal
Aggregate size only
Strength and workability

💡 Hint: Remember the relationship between aggregates and performance.

Question 2

True or False: Zone II sand is preferred in concrete mix for its compatibility with other aggregates.

True
False

💡 Hint: Think about classifying sands.

1 more question available

Challenge Problems

Push your limits with advanced challenges

Challenge 1 Hard

Design a concrete mix for a pavement considering varying traffic loads. Discuss how you would select the aggregate ratio and what grading limits to consider.

💡 Hint: Reflect on how aggregates contribute to load-bearing capacity.

Challenge 2 Hard

Imagine a scenario where a concrete pavement fails prematurely. Assess how improper aggregate selection could lead to this issue and propose remedial actions.

💡 Hint: Think about the physical properties affected by the aggregates.

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