100+ Free Highway Engineering MCQs, Civil Engineering

Highway Engineering MCQs

Highway Engineering MCQs


The critical combination of stresses for corner region in cement concrete roads is

A) Load stress + frictional stress

B) Load stress + warping stress

C) Load stress + warping stress + frictional stress

D) Load stress + warping stress frictional stress

Check Answer

B) Load stress + warping stress


The most economical lighting layout which is suitable for narrow roads is

A) Central lighting system

B) Staggered system

C) Single side lighting

D) None of the above

Check Answer

C) Single side lighting


Bitumen of grade 80/100 means

A) Its penetration value is 8 to 10 cm

B) Its penetration value is 8 to 10 mm

C) Its penetration value is 10 mm

D) Its penetration value is 8 mm

Check Answer

B) Its penetration value is 8 to 10 mm


Which of the following represents hardest grade of bitumen?

A) 100/120

B) 80/100

C) 60/70

D) 30/40

Check Answer

D) 30/40


Traffic surveys are carried out

A) To design proper drainage system

B) To determine the facilities to traffic regulations

C) To know the type of traffic

D) All the above

Check Answer

D) All the above


Speed regulations on roads is decided on the basis of

A) 85 percentile cumulative frequency

B) 80 percentile cumulative frequency

C) 75 percentile cumulative frequency

D) 60 percentile cumulative frequency

Check Answer

A) 85 percentile cumulative frequency


Set-back distance is the distance between

A) Road land boundary and control line

B) Building line and control line

C) Road land boundary and control line

D) Road land boundary and building line

Check Answer

D) Road land boundary and building line


Design of horizontal curves on highways, is based on

A) Permissible centrifugal ratio

B) Permissible friction on the road surface

C) Design speed of vehicles

D) All the above

Check Answer

D) All the above


In water bound macadam roads, binding material, is

A) Brick dust

B) Cement

C) Stone dust

D) Sand

Check Answer

C) Stone dust


The minimum super-elevation in rolling terrain in plains, is limited to

A) 7 %

B) 6 %

C) 5 %

D) 4 %

Check Answer

A) 7 %


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