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Highway Engineering

Highway Engineering
The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is

1 %
no compensation
10%
0.1 %

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Highway Engineering
Bitumen of grade 80/100 means

its penetration value is 10 mm
its penetration value is 8 to 10 cm
its penetration value is 8 mm
its penetration value is 8 to 10 mm

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Highway Engineering
For the design of super elevation for mixed traffic conditions, the speed is reduced by

75%
15%
20%
25%

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

less
same
dependent on the speed
more

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Highway Engineering
To calculate the minimum value of ruling radius of horizontal curves in plains, the design speed is given by

20 kmph
16kmph
8 kmph
12kmph

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Highway Engineering
Most suitable material for highway embankments is

clays
granular soil
silts
organic soil

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