Pavement Design Mock Test 2

10%

Question 1 of 10

1. A sample of weight 2731 g was subjected to crushing test after which, the weight of sample passing the sieve was found to be 761 g. What will be the crushing value of the sample?

28%

27%

Question 1 of 10

Question 2 of 10

2. ______ is a mixture containing bitumen and sand.

Tar

Binder

Filler

Asphalt

Question 2 of 10

Question 3 of 10

3. On what basis have the classifications RC, MC and SC been further classified into?

Initial viscosity

Temperature range

Amount of solvent

Rate of curing

Question 3 of 10

Question 4 of 10

4. ______ viscosity is the ratio between applied shear stress and the rate of shear.

Kinematic

Normal

Absolute

Apparent

Question 4 of 10

Question 5 of 10

5. Which type of bitumen has a volatile oil added to it?

Modified

Bitumen emulsion

Oxidised

Cut-back

Question 5 of 10

Question 6 of 10

6. What type of pavement can aggregate with an aggregate impact value of 26% not be used in?

Cement concrete base course

Bitumen bound macadam base course

Bituminous concrete surface course

Water bound macadam base course

Question 6 of 10

Question 7 of 10

7. What does TSR stand for?

Temporary Softening Rate

Tensile Strength Ratio

Terminal Strength Rate

Thermal Sensitivity Ratio

Question 7 of 10

Question 8 of 10

8. The indirect method of determining viscosity is not applicable to which of the below?

Modified bitumen

Cut-back bitumen

Bitumen emulsion

Tar

Question 8 of 10

Question 9 of 10

9. Which of the below is not an example of filler used in mix design?

Cement

Rock dust

Bitumen

Lime

Question 9 of 10

Question 10 of 10

10. Which method does the below plot belong to__________

Hubbard-Field method

Marshall method

Modified Hubbard-Field method

Hveem method

Question 10 of 10