Practice Numerical Example - 28.9 | 7. IRC Method of Design of Flexible Pavements | Transportation Engineering - Vol 2
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Practice Questions

Test your understanding with targeted questions related to the topic.

Question 1

Easy

What does CVPD stand for?

💡 Hint: Remember the context of traffic measurement.

Question 2

Easy

What is the design CBR of the subgrade soil in our example?

💡 Hint: Check the provided data about the soil condition.

Practice 4 more questions and get performance evaluation

Interactive Quizzes

Engage in quick quizzes to reinforce what you've learned and check your comprehension.

Question 1

What is the initial traffic for the pavement design in this example?

  • 200 CVPD
  • 400 CVPD
  • 600 CVPD

💡 Hint: Revisit the input data at the start of the example.

Question 2

Is the vehicle damage factor in this example greater than 2?

  • True
  • False

💡 Hint: Think about what 'greater than 2' means in this context.

Solve 1 more question and get performance evaluation

Challenge Problems

Push your limits with challenges.

Question 1

Given an initial traffic of 600 CVPD, a growth rate of 8% for 20 years, and a vehicle damage factor of 3, calculate the cumulative standard axles and propose a pavement thickness.

💡 Hint: Follow through the method of calculating cumulative axles, just as we did in our previous sessions.

Question 2

How would your design change if the design life were altered to only 10 years but the subgrade CBR remained the same at 4%?

💡 Hint: What happens to the traffic load if the pavement life reduces?

Challenge and get performance evaluation