Design of Highway Pavements MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on Design of Highway Pavements, a fundamental topic in the field of Highway Engineering. Whether you're preparing for competitive exams, honing your problem-solving skills, or simply looking to enhance your abilities in this field, our Design of Highway Pavements MCQs are designed to help you grasp the core concepts and excel in solving problems.

In this section, you'll find a wide range of Design of Highway Pavements mcq questions that explore various aspects of Design of Highway Pavements problems. Each MCQ is crafted to challenge your understanding of Design of Highway Pavements principles, enabling you to refine your problem-solving techniques. Whether you're a student aiming to ace Highway Engineering tests, a job seeker preparing for interviews, or someone simply interested in sharpening their skills, our Design of Highway Pavements MCQs are your pathway to success in mastering this essential Highway Engineering topic.

Note: Each of the following question comes with multiple answer choices. Select the most appropriate option and test your understanding of Design of Highway Pavements. You can click on an option to test your knowledge before viewing the solution for a MCQ. Happy learning!

So, are you ready to put your Design of Highway Pavements knowledge to the test? Let's get started with our carefully curated MCQs!

Design of Highway Pavements MCQs | Page 7 of 13

Discover more Topics under Highway Engineering

Q61.
For which material the semi empirical method is useful?
Discuss
Answer: (a).Elastic
Q62.
The CBR method was developed by _____________
Discuss
Answer: (a).California division of highway
Q63.
The soaking period in CBR sample is _____________
Discuss
Answer: (c).4 days
Q64.
What is the total thickness of the pavement?
Discuss
Answer: (a).Constant
Q65.
As per MORTH the specified compaction of density is _____________
Discuss
Answer: (c).100%
Q66.
The top 500 mm of soil sub grade should be compacted at _____________
Discuss
Answer: (a).OMC
Q67.
For how much amount of rainfall soaking of specimen is not required?
Discuss
Answer: (d).500 mm
Q68.
What is the maximum aggregate size in CBR method?
Discuss
Answer: (a).20 mm
Q69.
The critical stress is considered in _____________
Discuss
Answer: (d).Both sub grade and surface
Q70.
The design factor not considered in CBR is _____________
Discuss
Answer: (a).Weather