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Highway Engineering

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

11
6
18
24

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Highway Engineering
The minimum design speed for hairpin bends in hill roads is taken as

20 kmph
30 kmph
40 kmph
50 kmph

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Highway Engineering
Rigidity factor for a tyre pressure greater than 7 kg/cm² is

zero
less than 1
equal to 1
greater than 1

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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
7.768 cm
0.168 cm
-0.168 cm

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Highway Engineering
In case of hill roads, the extra widening is generally provided

equally on inner and outer sides of the curve
one-fourth on inner side and three-fourth on outer side of the curve
fully on the inner side of the curve
fully on the outer side of the curve

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Highway Engineering
Reaction time of a driver

increases with increase in speed
decreases with increase in speed
is same for all speeds
None of these

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