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Highway Engineering

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

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

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Highway Engineering
Creep is the

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

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Highway Engineering
The most efficient traffic signal system is

simultaneous system
alternate system
flexible progressive system
simple progressive system

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

lemniscate
Any of these
spiral
cubic parabola

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

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

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Highway Engineering
The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is

1 %
10%
no compensation
0.1 %

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