Highway Maintenance MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on Highway Maintenance, 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 Highway Maintenance 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 Highway Maintenance mcq questions that explore various aspects of Highway Maintenance problems. Each MCQ is crafted to challenge your understanding of Highway Maintenance 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 Highway Maintenance 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 Highway Maintenance. 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 Highway Maintenance knowledge to the test? Let's get started with our carefully curated MCQs!

Highway Maintenance MCQs | Page 10 of 11

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Q91.
The ravelling occurs due to ___________
Discuss
Answer: (c).Abrasion
Q92.
The CC pavement is considered good quality of the unevenness index in mm/km is less than ___________
Discuss
Answer: (d).2200
Q93.
The CC pavement should be construed again if ravelling depth is more than ___________
Discuss
Answer: (d).25 mm
Q94.
The poly sulphide sealant perform well uptown?
Discuss
Answer: (c).10 years
Q95.
The shrinkage cracks have a length of ___________
Discuss
Answer: (d).1.0 m
Q96.
The probable causes for loss of surface texture don’t include ___________
Discuss
Answer: (d).Use of durable materials
Q97.
The surface texture may be calculated by ___________
Discuss
Answer: (c).British pendulum number
Q98.
The depth of groove in skid resistance test is ___________
Discuss
Answer: (c).1.5 mm
Q99.
The structural distress in the CC pavement is not due to ___________
Discuss
Answer: (d).Erosion
Q100.
The method not used in structural evaluation of CC pavement is?
Discuss
Answer: (d).Benkleman test