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Highway Engineering

Highway Engineering
Coefficient of friction is less when the pavement surface is

rough
smooth and wet
smooth and dry
dry

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Highway Engineering
Creep is the

Longitudinal movement of rail
Lateral movement of rail
Vertical movement of rail
Difference in level of two rails

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Highway Engineering
Normally maximum cant permissible in Meter Gauge is

165 mm
90 mm
140 mm
75 mm

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Highway Engineering
Desire lines are plotted in

origin and destination studies
accident studies
speed studies
traffic volume studies

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Highway Engineering
The transition curve used in the horizontal alignment of highways as per IRC recommendations is

Any of these
spiral
lemniscate
cubic parabola

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Highway Engineering
The camber for hill roads in case of bituminous surfacing is adopted as

0.03
0.04
0.02
0.025

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