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Highway Engineering

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

lemniscate
Any of these
cubic parabola
spiral

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Highway Engineering
The most efficient traffic signal system is

simultaneous system
alternate system
flexible progressive system
simple progressive system

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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

turn markings
crosswalk lines
lane lines
stop lines

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Highway Engineering
The ductility value of bitumen for suitability in road construction should not be less than

30 cm
20 cm
10 cm
50cm

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Highway Engineering
The camber of road should be approximately equal to

two times the longitudinal gradient
half the longitudinal gradient
longitudinal gradient
three times the longitudinal gradient

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Highway Engineering
For design, that length of transition curve should be taken which is

based on rate of change of super elevation
based on allowable rate of change of centrifugal acceleration
higher of (A) and (B)
smaller of (A) and (B)

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