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Highway Engineering

Highway Engineering
The thickness of bituminous carpet varies from

75 to 100 mm
100 to 120 mm
20 to 25 mm
50 to 75 mm

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Highway Engineering
The fundamental factor in the selection of pavement type is

type and intensity of traffic
subgrade soil and drainage conditions
climatic condition
availability of funds for the construction project

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Highway Engineering
For water bound macadam roads in localities of heavy rainfall, the recommended value of camber is

1 in 48
1 in 30
1 in 36
1 in 60

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Highway Engineering
The terrain may be classified as rolling terrain if the cross slope of land is

more than 60%
upto 10%
between 25% and 60%
between 10% and 25%

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

3.5 m
5.5m
4.5 m
2.5 m

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Highway Engineering
“Dead Slow” is a

warning sign
informatory sign
None of these
regulatory sign

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