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Highway Engineering

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

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

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Highway Engineering
Normally maximum cant permissible in Meter Gauge is

90 mm
165 mm
75 mm
140 mm

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Highway Engineering
For design, that length of transition curve should be taken which is

higher of (A) and (B)
based on allowable rate of change of centrifugal acceleration
based on rate of change of super elevation
smaller of (A) and (B)

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Highway Engineering
Which of the following represents hardest grade of bitumen ?

30/40
60/70
100/120
80/100

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Highway Engineering
The critical combination of stresses for corner region in cement concrete roads is

Load stress + warping stress
Load stress + frictional stress
Load stress + warping stress frictional stress
Load stress + warping stress + frictional stress

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Highway Engineering
The most suitable equipment for compacting clayey soils is a

pneumatic tyred roller
smooth wheeled roller
vibrator
sheep foot roller

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