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Highway Engineering

Highway Engineering
The minimum design speed for hairpin bends in hill roads is taken as

50 kmph
40 kmph
20 kmph
30 kmph

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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 stopping distance and average length of a vehicle are 18 m and 6 m respectively, then the theoretical maxi¬mum capacity of a traffic lane at a speed of 10 m/sec is

3000 vehicles per hour
2500 vehicles per hour
1500 vehicles per hour
2000 vehicles per hour

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

spiral
lemniscate
Any of these
cubic parabola

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

exceptional gradient
limiting gradient
ruling gradient
minimum gradient

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Highway Engineering
If aggregate impact value is 20 to 30 percent, then it is classified as

strong
exceptionally strong
satisfactory for road surfacing
unsuitable for road surfacing

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