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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
30m
180m
120m

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Highway Engineering
The most efficient traffic signal system is

alternate system
simultaneous system
flexible progressive system
simple progressive system

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Highway Engineering
The rail is designated by its

cross-section
weight
weight per unit length
length

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Highway Engineering
The stopping sight distance depends upon

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

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Highway Engineering
Creep is the

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

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Highway Engineering
Bottom most layer of pavement is known as

subgrade
wearing course
base course
sub-base course

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