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Highway Engineering

Highway Engineering
The absolute minimum radius of curve for safe operation for a speed of 110 kmph is

577 m
110 m
440 m
220 m

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Highway Engineering
Tyre pressure influences the

None of these
both the above
total depth of pavement
quality of surface course

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Highway Engineering
Number of cotters used in CST-9 sleepers is

2
3
4
5

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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
7.768 cm
-0.168 cm
7.432 cm

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

sheep foot roller
vibrator
pneumatic tyred roller
smooth wheeled roller

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Highway Engineering
The particular places where pedestrians are to cross the pavement are properly marked by the pavement marking known as

lane lines
stop lines
turn markings
crosswalk lines

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