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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

30m
120m
180m
60m

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Highway Engineering
To calculate the minimum value of ruling radius of horizontal curves in plains, the design speed is given by

20 kmph
12kmph
16kmph
8 kmph

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

spiral
cubic parabola
Any of these
lemniscate

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Highway Engineering
RC-2, MC-2 and SC-2 correspond to

same viscosity
viscosity in increasing order from RC-2 to SC-2
None of these
viscosity in decreasing order from RC-2 to SC-2

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Highway Engineering
The shape of the camber, best suited for cement concrete pavements, is

combination of straight and parabolic
parabolic
straight line
elliptical

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Highway Engineering
Highway facilities are designed for

annual average hourly volume
peak hourly volume of the year
thirtieth highest hourly volume
annual average daily traffic

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