Explore topic-wise MCQs in Highway Engineering.

This section includes 14 Mcqs, each offering curated multiple-choice questions to sharpen your Highway Engineering knowledge and support exam preparation. Choose a topic below to get started.

1.

The sum of flakiness index and elongation index should not exceed __________

A. 15
B. 20
C. 30
D. 40
Answer» D. 40
2.

The flakiness index for surface dressing should not exceed __________

A. 15%
B. 25%
C. 35%
D. 45%
Answer» C. 35%
3.

The crushing value of the aggregate determines its __________

A. Hardness
B. Strength
C. Toughness
D. Durability
Answer» C. Toughness
4.

The specific gravity for aggregates should be within the range of __________

A. 2.5-2.8
B. 2.6-2.9
C. 2.4-2.6
D. 2.2-2.6
Answer» C. 2.4-2.6
5.

The skid number for highways should not be less than __________

A. 55
B. 45
C. 35
D. 25
Answer» B. 45
6.

If the aggregates are exceptionally strong then they are having impact value which is?

A. Less than 10
B. Less than 15
C. Less than 30
D. Greater than 30
Answer» B. Less than 15
7.

The capability of aggregate to resist more weathering action and wheel load is called __________

A. Hardness
B. Toughness
C. Durability
D. Angularity
Answer» D. Angularity
8.

Impact value is used to measure?

A. Hardness
B. Toughness
C. Wheel load
D. Strength
Answer» C. Wheel load
9.

Soft aggregates are used in __________

A. Lower layers
B. Upper layers
C. Everywhere in the pavement
D. Depends on the material
Answer» B. Upper layers
10.

Sand obtained from river is used as __________

A. Course aggregate
B. Fine aggregate
C. Filling materials
D. Substitute
Answer» C. Filling materials
11.

Stone aggregate do not have to resist __________

A. Weathering effect
B. Traffic load
C. Wheel load stress
D. Soil load
Answer» E.
12.

If the shear strength of the non-cohesive soil is 84KN/m2 and angle of friction is 30 degrees, then the normal strength in KN/m2 is?

A. 140
B. 141
C. 143
D. 145
Answer» E.
13.

The plate bearing test is used to evaluate __________

A. Modulus of sub grade reaction
B. Modulus of sub base reaction
C. Modulus of base reaction
D. Modulus of pavement
Answer» B. Modulus of sub base reaction
14.

If the load value at 2.5mm penetration in CBR is 190kg and the load for 5.0mm penetration is 48kg, then the CBR value at 5 mm penetration is?

A. 4.6
B. 4.4
C. 4.3
D. 4.1
Answer» C. 4.3