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Highway Engineering

Highway Engineering
The thickness of bituminous carpet varies from

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

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Highway Engineering
For highway geometric design purposes the speed used is

98 “”percentile
50 “”percentile
15th percentile
85th percentile

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Highway Engineering
Flexible pavement distribute the wheel load

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

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Highway Engineering
The ruling design speed on a National Highway in plain terrain as per IRC recommendations is

100 kmph
120 kmph
60 kmph
80 kmph

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Highway Engineering
Tyre pressure influences the

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

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Highway Engineering
For a 8° curve track diverging from a main curve of 5° in an opposite direction in the layout of a broad gauge yard, the cant to be provided for the branch track for maximum speed of 45 km/h on the main line and ‘G’ = 1.676 m is (Permitted cant deficiency for the main line = 7.6 cm)

0.168 cm
7.432 cm
-0.168 cm
7.768 cm

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