Properties of Highway Materials MCQs

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

Properties of Highway Materials MCQs | Page 7 of 12

Q61.
If the bulk density of an aggregate is 2.6 kg/lit and Gs is 2.8 then, the percentage of voids is __________
Discuss
Answer: (a).7.1
Q62.
The dividing and operating of aggregates into different sizes is called __________
Discuss
Answer: (a).Sieve analysis
Q63.
The expansion of aggregate on reaction with water is called __________
Discuss
Answer: (b).Bulking
Discuss
Answer: (b).British pendulum number
Q65.
Which material can be replaced in concrete for a strong pervious concrete pavement?
Discuss
Answer: (b).Course aggregate
Q66.
The minimum grade of concrete required for pavement design is __________
Discuss
Answer: (c).M40
Q67.
The aggregates which do not have sufficient strength like waste bricks can be used in __________
Discuss
Answer: (d).Footpath
Q68.
Bitumen is obtained from __________
Discuss
Answer: (b).Petroleum
Q69.
Tar is obtained from __________
Discuss
Answer: (a).Wood
Q70.
Tar is not used now because of __________
Discuss
Answer: (c).Harmful effects