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Highway Engineering

Highway Engineering
The thickness of bituminous carpet varies from

100 to 120 mm
50 to 75 mm
75 to 100 mm
20 to 25 mm

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Highway Engineering
As per IRC recommendations, the maximum limit of super elevation for mixed traffic in plain terrain is

1 in 12.5
1 in 15
equal to camber
1 in 10

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Highway Engineering
If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is

30m
180m
60m
120m

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

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

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Highway Engineering
In highway construction on super elevated curves, the rolling shall proceed from

sides towards the centre
lower edge towards the upper edge
centre towards the sides
upper edge towards the lower edge

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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

64m
60m
zero
80m

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