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Highway Engineering

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

dependent on the speed
same
less
more

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Highway Engineering
Highway facilities are designed for

peak hourly volume of the year
annual average daily traffic
thirtieth highest hourly volume
annual average hourly volume

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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)

7.768 cm
0.168 cm
7.432 cm
-0.168 cm

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Highway Engineering
The camber of road should be approximately equal to

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

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Highway Engineering
Which of the following devices is used to transfer the wagons or locomotives to and from parallel tracks without any necessity of shunting ?

traverser
triangle
turntable
scotch block

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Highway Engineering
Desire lines are plotted in

accident studies
origin and destination studies
speed studies
traffic volume studies

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