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Highway Engineering

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

60m
180m
30m
120m

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Highway Engineering
Scientific planning of transportation system and mass transit facilities in cities should be based on

origin and destination data
spot speed data
traffic volume data
accident data

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Highway Engineering
Reaction time of a driver

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

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Highway Engineering
If ruling gradient is I in 20 and there is also a horizontal curve of radius 76 m, then the compensated grade should be

6%
5 %
4%
3 %

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Highway Engineering
Bottom most layer of pavement is known as

sub-base course
wearing course
base course
subgrade

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Highway Engineering
Normally maximum cant permissible in Meter Gauge is

165 mm
140 mm
90 mm
75 mm

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