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Highway Engineering

Highway Engineering
The background colour of the informatory sign board is

red
green
yellow
white

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

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

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

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

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Highway Engineering
For highway geometric design purposes the speed used is

50 “”percentile
85th percentile
15th percentile
98 “”percentile

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Highway Engineering
If the design speed is V kmph and deviation angle is N radians, then the total length of a valley curve in meters is given by the expression

3.8 (NV3)”2
0.38 (NV3)”2
0.38 N V3/2
3.8 NV”2

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Highway Engineering
Reaction time of a driver

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

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