Practice Pavement Composition - 28.8 | 7. IRC Method of Design of Flexible Pavements | Transportation Engineering - Vol 2
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Pavement Composition

28.8 - Pavement Composition

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Learning

Practice Questions

Test your understanding with targeted questions

Question 1 Easy

What material can be used for the sub-base layer?

💡 Hint: Think about what materials provide stability.

Question 2 Easy

What is the minimum thickness required for the base layer for traffic up to 2 msa?

💡 Hint: Consider the guidelines for lower traffic loads.

4 more questions available

Interactive Quizzes

Quick quizzes to reinforce your learning

Question 1

What is the minimum CBR value required for sub-base materials supporting traffic exceeding 2 msa?

20%
30%
10%

💡 Hint: Think about the specific traffic load classifications.

Question 2

True or False: The thickness of the base layer for traffic up to 2 msa must be a minimum of 150 mm.

True
False

💡 Hint: Remember the layering specifications.

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Challenge Problems

Push your limits with advanced challenges

Challenge 1 Hard

Calculate the required thickness for a pavement designed for a new road expected to endure 15 msa traffic. What materials and thicknesses would you specify for each layer?

💡 Hint: Reference the guidelines for thicknesses based on traffic volumes.

Challenge 2 Hard

Propose a design solution for a flexible pavement in a region with heavy rainfall. Consider materials and their properties for each layer.

💡 Hint: Think about how weather can affect the integrity of each layer.

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