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Highway Engineering

Highway Engineering
The background colour of the informatory sign board is

red
white
yellow
green

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Highway Engineering
The maximum design gradient for vertical profile of a road is

limiting gradient
exceptional gradient
ruling gradient
minimum gradient

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Highway Engineering
For design, that length of transition curve should be taken which is

higher of (A) and (B)
smaller of (A) and (B)
based on rate of change of super elevation
based on allowable rate of change of centrifugal acceleration

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Highway Engineering
The walls which are necessary on the hill side of roadway where earth has to be retained from slipping is known as

None of these
parapet wall
breast wall
retaining wall

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Highway Engineering
The stopping sight distance depends upon

total reaction time of driver
efficiency of brakes
All of these
speed of vehicle

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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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