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Highway Engineering

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

20%
25%
75%
15%

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Highway Engineering
The number of repetitions, which the pavement thickness designed for a given wheel load should be able to support during the life of pavement is

10000
1000
1000000
100000

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Highway Engineering
The stopping sight distance depends upon

total reaction time of driver
efficiency of brakes
speed of vehicle
All of these

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Highway Engineering
Bottom most layer of pavement is known as

wearing course
base course
subgrade
sub-base course

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Highway Engineering
Normally maximum cant permissible in Meter Gauge is

140 mm
165 mm
90 mm
75 mm

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Highway Engineering
If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is

60m
120m
180m
30m

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