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Highway Engineering

Highway Engineering
The value of ruling gradient in plains as per IRC recommendation is

1 in 20
1 m 15
1 in 12
1 in 30

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Highway Engineering
The binder normally used in flexible pavement construction is

cement
None of these
lime
bitumen

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Highway Engineering
The most suitable equipment for compacting clayey soils is a

vibrator
pneumatic tyred roller
sheep foot roller
smooth wheeled roller

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Highway Engineering
The fundamental factor in the selection of pavement type is

availability of funds for the construction project
type and intensity of traffic
subgrade soil and drainage conditions
climatic condition

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Highway Engineering
The rail is designated by its

cross-section
length
weight per unit length
weight

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

110 m
220 m
440 m
577 m

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