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Highway Engineering

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 10
1 in 15
equal to camber

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Highway Engineering
The camber for hill roads in case of bituminous surfacing is adopted as

0.04
0.025
0.02
0.03

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Highway Engineering
If the design speed is V kmph and deviation angle is N radians, then the total length of a valley curve in meters is given by the expression

3.8 NV”2
3.8 (NV3)”2
0.38 N V3/2
0.38 (NV3)”2

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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

180m
120m
60m
30m

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Highway Engineering
Highway facilities are designed for

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

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

straight line
parabolic
combination of straight and parabolic
elliptical

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