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Highway Engineering

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

15%
75%
20%
25%

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Highway Engineering
The maximum allowable Los Angeles abrasion value for high quality surface course is

0.1
0.3
0.2
0.45

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Highway Engineering
Percentage of free carbon in bitumen is

None of these
equal to that in tar
less than that in tar
more than that in tar

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Highway Engineering
Reaction time of a driver

decreases with increase in speed
increases with increase in speed
is same for all speeds
None of these

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Highway Engineering
In highway construction on super elevated curves, the rolling shall proceed from

upper edge towards the lower edge
sides towards the centre
centre towards the sides
lower edge towards the upper edge

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Highway Engineering
Normally maximum cant permissible in Meter Gauge is

140 mm
75 mm
165 mm
90 mm

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