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Highway Engineering

Highway Engineering
Coefficient of friction is less when the pavement surface is

dry
smooth and wet
smooth and dry
rough

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Highway Engineering
Flexible pavement distribute the wheel load

through structural action
None of these
directly to subgrade
through a set of layers to the subgrade

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Highway Engineering
The rail is designated by its

weight
cross-section
weight per unit length
length

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Highway Engineering
The absolute minimum radius of curve for safe operation for a speed of 110 kmph is

440 m
577 m
110 m
220 m

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Highway Engineering
The most efficient traffic signal system is

flexible progressive system
simple progressive system
simultaneous system
alternate system

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Highway Engineering
For a 8° curve track diverging from a main curve of 5° in an opposite direction in the layout of a broad gauge yard, the cant to be provided for the branch track for maximum speed of 45 km/h on the main line and ‘G’ = 1.676 m is (Permitted cant deficiency for the main line = 7.6 cm)

7.768 cm
7.432 cm
-0.168 cm
0.168 cm

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