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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

10%
0.1 %
no compensation
1 %

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Highway Engineering
If ruling gradient is I in 20 and there is also a horizontal curve of radius 76 m, then the compensated grade should be

5 %
6%
4%
3 %

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Highway Engineering
On a right angled road intersection with two way traffic, the total number of conflict points is

24
6
18
11

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Highway Engineering
Equivalent factor of passenger car unit (PCU) for a passenger car as per IRC is

10
0.5
1.0
2.0

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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
For highway geometric design purposes the speed used is

15th percentile
98 “”percentile
50 “”percentile
85th percentile

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