My Report

Pavement Design Mock Test 5


Correct Answer: 2 points | Wrong: -1 point
Grades: A* (100% score) | A (80%-99%) | B (60%-80%) | C (40%-60%) | D (0%-40%)
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Question 1 of 10

1. Who proposed the triaxial method of design for flexible pavements?

Question 1 of 10

Question 2 of 10

2. The deflection in the pavement surface is considered to be equal to deflection on top of the subgrade.

Question 2 of 10

Question 3 of 10

3. A higher value of the group index indicates a strong subgrade.

Question 3 of 10

Question 4 of 10

4. What would be the thickness for the pavement if the CBR value of the soil is found out to be 20% and the traffic is estimated to be 4300 commercial vehicles per day?

Question 4 of 10

Question 5 of 10

5. Which of the below is not a type of stress that is commonly found in flexible pavements?

Question 5 of 10

Question 6 of 10

6. A parallel road is an example of new pavement construction.

Question 6 of 10

Question 7 of 10

7. As per IRC 37-2012, only the total thickness of the pavement can be found out using the design charts.

Question 7 of 10

Question 8 of 10

8. Find the vertical stress at a depth of 40 cm from the surface if the radius of the circular load is 17 cm and the contact pressure is 6.5 kg/cm2.

Question 8 of 10

Question 9 of 10

9. The group index of the soil is found to be 5 and the traffic condition expected is medium traffic. What would be the combined thickness to be provided on the pavement for bearing the loads to ensure smooth conduct of traffic.

Question 9 of 10

Question 10 of 10

10. Using the design charts for the group index, only the complete pavement thickness can be read.

Question 10 of 10


 

Manish Bhojasia - Founder & CTO at Sanfoundry
Manish Bhojasia, a technology veteran with 20+ years @ Cisco & Wipro, is Founder and CTO at Sanfoundry. He lives in Bangalore, and focuses on development of Linux Kernel, SAN Technologies, Advanced C, Data Structures & Alogrithms. Stay connected with him at LinkedIn.

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