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Highway Engineering

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

180m
120m
60m
30m

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Highway Engineering
The rail is designated by its

weight per unit length
length
weight
cross-section

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Highway Engineering
With increase in speed of the traffic stream, the minimum spacing of vehicles

first increases and then decreases after reaching a maximum value at optimum speed
first decreases and then increases after reaching a minimum value at optimum speed
decreases
increases

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

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

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

CBR method
Westergaard method
Benkelman beam method
group index method

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Highway Engineering
The transition curve used in the horizontal alignment of highways as per IRC recommendations is

cubic parabola
Any of these
lemniscate
spiral

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