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Highway Engineering

Highway Engineering
The maximum spacing of contraction joints in rigid pavements is

3.5 m
2.5 m
4.5 m
5.5m

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Highway Engineering
The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is

1 %
no compensation
0.1 %
10%

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

30 kmph
50 kmph
20 kmph
40 kmph

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Highway Engineering
Reaction time of a driver

increases with increase in speed
decreases with increase in speed
is same for all speeds
None of these

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

strong
unsuitable for road surfacing
satisfactory for road surfacing
exceptionally strong

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Highway Engineering
Nagpur road plan formula were prepared by assuming

rectangular or block road pattern
radial or star and circular road pattern
radial or star and grid road pattern
radial or star and block road pattern

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