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Highway Engineering

Highway Engineering
Which of the following is known as design capacity ?

practical capacity
possible capacity
basic capacity
theoretical capacity

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Highway Engineering
Tyre pressure influences the

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

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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)

7.432 cm
-0.168 cm
0.168 cm
7.768 cm

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Highway Engineering
In hill roads the side drains arc provided

only on the hill side of road
None of these
only on the opposite side of hill
on both sides of road

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Highway Engineering
If the design speed is V kmph and deviation angle is N radians, then the total length of a valley curve in meters is given by the expression

3.8 NV”2
0.38 (NV3)”2
0.38 N V3/2
3.8 (NV3)”2

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

20%
15%
25%
75%

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