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Highway Engineering

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
The shoulder provided along the road edge should be

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

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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
The maximum limit of water absorption for aggregate suitable for road construction is

0.4 %
1.0 %
0.6 %
0.8 %

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Highway Engineering
When a number of roads are meeting at a point and only one of the roads is important, then the suitable shape of rotary is

circular
elliptical
turbine
tangent

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Highway Engineering
In CBR test the value of CBR is calculated at

both 2.5 mm and 5.0 mm penetrations
7.5 mm penetration only
5.0 mm penetration only
2.5 mm penetration only

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