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Highway Engineering

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

12kmph
20 kmph
8 kmph
16kmph

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Highway Engineering
If the group index value of subgrade is between 5 and 9, then the subgrade is treated as

very poor
good
fair
poor

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

unsuitable for road surfacing
satisfactory for road surfacing
exceptionally strong
strong

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

elliptical
combination of straight and parabolic
parabolic
straight line

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

Benkelman beam method
group index method
CBR method
Westergaard method

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Highway Engineering
The ductility value of bitumen for suitability in road construction should not be less than

20 cm
50cm
30 cm
10 cm

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