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Highway Engineering problems
1. The traffic carrying capacity of a single lane, depends on
Options
A. type of the vehicles
B. level crossings
C. road intersections
D. surface texture
E. all the above.
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Correct Answer: all the above.
2. Floating gradients are generally provided
Options
A. along maximum gradients
B. along minimum gradients
C. at summit curves
D. at valley curves
E. every where.
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Correct Answer: at summit curves
3. Width of the shoulders of carriage way is generally kept
Options
A. 100 cm
B. 125 cm
C. 150 cm
D. 200 cm
E. 250 cm
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Correct Answer: 250 cm
4. An upgrade
g
1
% is followed by a downgrade
g
2
%. The equation of the parabolic curve of length
L
to be introduced, is given by
Options
A.
B.
C.
D.
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Correct Answer:
5. If
L
is the length of vehicles in metres,
C
is the clear distance between two consecutive vehicles (stopping sight distance),
V
is the speed of vehicles in km/hour, the maximum number
N
of vehicles/hour, is
Options
A.
B.
C.
D.
E.
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Correct Answer:
6. The usual width of side drains along Highways in hilly region, is
Options
A. 50 cm
B. 60 cm
C. 70 cm
D. 80 cm
E. 100 cm
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Correct Answer: 60 cm
7. The pavement width of a road depends upon
Options
A. terrain
B. type of traffic
C. number of lanes
D. all the above.
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Correct Answer: number of lanes
8. Pick up the correct statement from the following:
Options
A. Minimum desirable width of medians on rural highways is 5 metres
B. Minimum width of medians should be 3 metres
C. On long bridges and viaducts, the width of medians should be 1.5 m
D. All the above.
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Correct Answer: All the above.
9. Enoscope is used to determine
Options
A. spot speed
B. average speed
C. travel time
D. none of these.
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Correct Answer: spot speed
10. The minimum width of the pavement of a National Highway should be
Options
A. 4.7 m
B. 5.7 m
C. 6.7 m
D. 7.7 m
E. 8.0 m
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Correct Answer: 5.7 m
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