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Highway Engineering

Highway Engineering
If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is

120m
60m
30m
180m

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Highway Engineering
The thickness of bituminous carpet varies from

50 to 75 mm
20 to 25 mm
100 to 120 mm
75 to 100 mm

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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)

7.432 cm
-0.168 cm
0.168 cm
7.768 cm

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Highway Engineering
Nagpur road plan formula were prepared by assuming

radial or star and circular road pattern
radial or star and grid road pattern
radial or star and block road pattern
rectangular or block road pattern

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

more
less
same
dependent on the speed

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Highway Engineering
The transition curve used in the horizontal alignment of highways as per IRC recommendations is

spiral
cubic parabola
lemniscate
Any of these

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