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 3 of 13

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Q21.
The CBR standard penetration is __________
Discuss
Answer: (a).2.5 mm
Q22.
What is the minimum thickness of seal coat?
Discuss
Answer: (a).20 mm
Q23.
The impact value of aggregate used in the pavement is __________
Discuss
Answer: (a).30
Q24.
The abrasion value of the aggregate in pavement should be less than __________
Discuss
Answer: (b).40
Q25.
The specifications for highway are prepared by __________
Discuss
Answer: (b).MORTH
Q26.
The number of factors considered for flexible pavement is ______________
Discuss
Answer: (d).Five
Q27.
The contact pressure is given by _____________
Discuss
Answer: (c).P/A
Q28.
The distribution of circular load was obtained by _____________
Discuss
Answer: (b).Boussinesq
Q29.
What is the last step in the design of flexible pavement?
Discuss
Answer: (d).Design of the pavement thickness
Q30.
If one or more wheels act as a single load then it is called as _____________
Discuss
Answer: (a).EASEL