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Highway Engineering

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

5.5m
2.5 m
3.5 m
4.5 m

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Highway Engineering
If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be

64m
80m
60m
zero

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Highway Engineering
Flexible pavement distribute the wheel load

None of these
through a set of layers to the subgrade
directly to subgrade
through structural action

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Highway Engineering
Reaction time of a driver

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

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Highway Engineering
Which of the following represents hardest grade of bitumen ?

100/120
80/100
30/40
60/70

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Highway Engineering
One degree of curve is equivalent to (where R is the radius of curve in meters.)

1600/R
1750/R
1700/R
1850/R

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