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Highway Engineering

Highway Engineering
For the design of super elevation for mixed traffic conditions, the speed is reduced by

25%
75%
20%
15%

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Highway Engineering
In case of hill roads, the extra widening is generally provided

equally on inner and outer sides of the curve
fully on the outer side of the curve
fully on the inner side of the curve
one-fourth on inner side and three-fourth on outer side of the curve

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Highway Engineering
The thickness of bituminous carpet varies from

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

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Highway Engineering
The value of ruling gradient in plains as per IRC recommendation is

1 in 20
1 in 30
1 in 12
1 m 15

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

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

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Highway Engineering
“Dead Slow” is a

warning sign
regulatory sign
None of these
informatory sign

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