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Highway Engineering

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

4.5 m
3.5 m
2.5 m
5.5m

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Highway Engineering
The maximum allowable Los Angeles abrasion value for high quality surface course is

0.45
0.3
0.2
0.1

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Highway Engineering
Tyre pressure influences the

both the above
total depth of pavement
None of these
quality of surface course

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Highway Engineering
In hill roads the side drains arc provided

only on the hill side of road
only on the opposite side of hill
None of these
on both sides of road

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Highway Engineering
In CBR test the value of CBR is calculated at

5.0 mm penetration only
7.5 mm penetration only
both 2.5 mm and 5.0 mm penetrations
2.5 mm penetration only

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Highway Engineering
Compared to a level surface, on a descending gradient the stopping sight distance is

same
less
more
dependent on the speed

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