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 4 of 12

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Q31.
The weight of the hammer in modified proctor test apparatus is __________
Discuss
Answer: (b).4.7 kg
Q32.
Coefficient of permeability is more for __________
Discuss
Answer: (a).Gravel
Q33.
Which type of soil is suitable for the construction of pavement?
Discuss
Answer: (d).Gravel
Q34.
Coefficient of uniformity is __________
Discuss
Answer: (c).D₆₀/D₁₀
Q35.
The slope of curve obtained between the number of blows and water content in the cassagrande’s method is __________
Discuss
Answer: (c).Flow index
Q36.
If the sensitivity of the soil is greater than 16 then it is __________
Discuss
Answer: (d).Quick
Q37.
Gravel having well grading is denoted by __________
Discuss
Answer: (a).GW
Q38.
The fine grain soils are classified according to __________
Discuss
Answer: (a).Atterbergs limits
Q39.
If the load value at 2.5 mm penetration in CBR is 190 kg and the load for 5.0 mm penetration is 48 kg, then the CBR value at 5 mm penetration is?
Discuss
Answer: (b).4.4
Discuss
Answer: (a).Modulus of sub grade reaction