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Highway Engineering

Highway Engineering
Penetration test on bitumen is used for determining its

Grade
Viscosity
Ductility
Temperature susceptibility

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Highway Engineering
For a 8° curve track diverging from a main curve of 5° in an opposite direction in the layout of a broad gauge yard, the cant to be provided for the branch track for maximum speed of 45 km/h on the main line and ‘G’ = 1.676 m is (Permitted cant deficiency for the main line = 7.6 cm)

0.168 cm
-0.168 cm
7.768 cm
7.432 cm

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Highway Engineering
Compared to a level surface, on a descending gradient the stopping sight distance is

same
dependent on the speed
less
more

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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

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

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Highway Engineering
For water bound macadam roads in localities of heavy rainfall, the recommended value of camber is

1 in 60
1 in 36
1 in 48
1 in 30

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Highway Engineering
The shoulder provided along the road edge should be

of very low load bearing capacity
of same colour as that of the pavement
rougher than the traffic lanes
smoother than the traffic lanes

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