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

28.9 - Numerical Example

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Learning

Practice Questions

Test your understanding with targeted questions

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.

4 more questions available

Interactive Quizzes

Quick quizzes to reinforce your learning

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.

1 more question available

Challenge Problems

Push your limits with advanced challenges

Challenge 1 Hard

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.

Challenge 2 Hard

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?

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