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Highway Engineering

Highway Engineering
Normally maximum cant permissible in Meter Gauge is

90 mm
165 mm
140 mm
75 mm

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Highway Engineering
Penetration test on bitumen is used for determining its

Temperature susceptibility
Grade
Viscosity
Ductility

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Highway Engineering
If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be

64m
80m
60m
zero

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Highway Engineering
Bottom most layer of pavement is known as

base course
sub-base course
wearing course
subgrade

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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

3 %
4%
5 %
6%

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

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

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