Highway Engineering Mock Test 8

10%

Question 1 of 10

1. The damage can be caused to a well designed pavement in a hot region is by __________

Rain

Snow

Traffic

Heat

Question 1 of 10

Question 2 of 10

2. The CBR method in India is followed since __________

1970

1960

1950

1990

Question 2 of 10

Question 3 of 10

3. Wheel load distribution in one side of benkleman beam test is ___________

4085 kg

2880 kg

1080 kg

8170 kg

Question 3 of 10

Question 4 of 10

4. The main cause of inadequate stability of bitumen mix doesn't include __________

Improper gradation of aggregate

Use of wrong viscosity grade of bitumen

Poor quality check

More stopping sight distance provided

Question 4 of 10

Question 5 of 10

5. The least count of the small needle in benkleman beam test is ___________

1.5 mm

1.0 mm

2.0 mm

0.5 mm

Question 5 of 10

Question 6 of 10

6. The consolidation deformation is __________

Non recoverable

Completely recoverable

Partly recoverable and partly non recoverable

Semi recoverable

Question 6 of 10

Question 7 of 10

7. The cement content required for BC soil is __________

High

Low

Very high

Very low

Question 7 of 10

Question 8 of 10

8. The OMC of bitumen binder is taken as __________

Question 8 of 10

Question 9 of 10

9. What is the basic principle of bituminous stabilisation?

Water proofing with cohesion

Adhesion

Cohesion

Water proofing

Question 9 of 10

Question 10 of 10

10. The objective of conducting structural evaluation studies doesn't consist of ___________

Estimate the residual life

Determine the drainage system

Design of overlay

To measure the present structural condition

Question 10 of 10