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Highway Engineering problems
1. The perpendicular offset from the tan-get to the central point of the circular curve, is
Options
A. R sin ?/2
B. R cos ?/2
C. R (1 - cos ?/2)
D. R (1 - sin ?/2)
E. none of these.
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Correct Answer: R (1 - cos ?/2)
2. Side drains on both sides of a hill road, are essential when the road is
Options
A. along the spur curves
B. along the re-entrant curves
C. in cutting
D. none of these.
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Correct Answer: in cutting
3. If no super elevation is provided on a road along curves, pot holes may develop at
Options
A. inner edge of the road
B. outer edge of the road
C. centre of the road
D. no where on the road.
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Correct Answer: outer edge of the road
4. If cross slope of a country is greater than 60%, the terrain is classified as
Options
A. rolling
B. mountainous
C. steep
D. plain.
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Correct Answer: steep
5. The width of road pavements, depends upon
Options
A. width of traffic lane
B. number of traffic
C. width of median strip
D. all the above.
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Correct Answer: all the above.
6. One-way streets are generally provided in crowded cities as, these
Options
A. are inexpensive means of traffic flow
B. reduce delays to vehicles
C. permit higher speed
D. reduce the number of accidents
E. all the above.
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Correct Answer: all the above.
7. The minimum vertical clearance of overhanging cliffs or any other structure above the surface of a hill road, should be
Options
A. 3 m
B. 4 m
C. 5 m
D. 6 m
E. 4.5 m
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Correct Answer: 5 m
8. If the rate of change of grade permitted along a vertical curve is
r
and total change of grade is
g
%, the length
L
of the curve to be provided, is
Options
A.
B.
C.
D.
E. none of these.
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Correct Answer:
9. The maximum distance of the apex of a vertical curve of length
L
from the point of intersection of two grades +
g
1
%, and -
g
2
% (
g
1
>
g
2
), is
Options
A.
B.
C.
D.
Show Answer
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Correct Answer:
10. For a vehicle moving with a speed of 80 km per hour, the brake reaction time, in ordinary cases, is
Options
A. 1 sec
B. 1.5 sec
C. 2.0 sec
D. 2.5 sec
E. 3.0 sec
Show Answer
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Correct Answer: 2.5 sec
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