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Highway Engineering

Highway Engineering
The ductility value of bitumen for suitability in road construction should not be less than

30 cm
50cm
10 cm
20 cm

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Highway Engineering
The rail is designated by its

weight per unit length
length
cross-section
weight

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Highway Engineering
The method of design of flexible pavement as recommended by IRC is

CBR method
Benkelman beam method
Westergaard method
group index method

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Highway Engineering
Study the following statements regarding creep. i) Creep is greater on curves than on tangent railway track, ii) Creep in new rails is more than that in old rails, iii) Creep is more on steep gradients than on level track. The correct answer is

only (i)
(i)and(ii)
(i), (ii) and (iii)
(ii) and (iii)

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Highway Engineering
When the path travelled along the road surface is more than the circumferential movement of the wheels due to rotation, then it results in

slipping
skidding
turning
revolving

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Highway Engineering
If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be

60m
80m
64m
zero

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