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Highway Engineering

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

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

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Highway Engineering
Which of the following is known as design capacity ?

possible capacity
basic capacity
practical capacity
theoretical capacity

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Highway Engineering
Most suitable material for highway embankments is

silts
granular soil
clays
organic soil

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Highway Engineering
If the average center to center spacing of vehicles is 20 meters, then the basic capacity of a traffic lane at a speed of 50 kmph is

2500 vehicles per day
2000 vehicles per hour
1000 vehicles per hour
2500 vehicles per hour

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Highway Engineering
The fundamental factor in the selection of pavement type is

type and intensity of traffic
climatic condition
subgrade soil and drainage conditions
availability of funds for the construction project

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

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

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