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Civil Engineering : Highway Engineering - Quiz(MCQ)
A)
10 m
B)
20 m
C)
30 m
D)
40 m

Correct Answer :   30 m

A)
30 cm
B)
40 cm
C)
45 cm
D)
50 cm

Correct Answer :   45 cm

A)
10 cm high
B)
25 cm high
C)
50 cm high
D)
100 cm high

Correct Answer :   10 cm high

A)
20 m
B)
16 m
C)
12 m
D)
9 m

Correct Answer :   9 m

A)
minimum number of bridges
B)
avoidance of cutting hard rocks
C)
feasibility of attaining ruling gradient
D)
All of the above

Correct Answer :   All of the above

A)
+ 9 kg/tonne
B)
- 9 kg/tonne
C)
+ 7 kg/tonne
D)
- 7 kg/tonne

Correct Answer :   - 9 kg/tonne

A)
15 cm
B)
18 cm
C)
20 cm
D)
23 cm

Correct Answer :   15 cm

A)
5000
B)
6000
C)
3000
D)
4000

Correct Answer :   3000

A)
0.30
B)
0.25
C)
0.20
D)
0.15

Correct Answer :   0.25

A)
V²/325R
B)
V²/225R
C)
V²/125R
D)
V²/25R

Correct Answer :   V²/225R

A)
1 in 10
B)
1 in 15
C)
1 in 20
D)
1 in 15 to 1 in 20

Correct Answer :   1 in 15 to 1 in 20

A)
breast wall
B)
parapet wall
C)
retaining wall
D)
All of the above

Correct Answer :   breast wall

A)
steep
B)
rolling
C)
plain
D)
mountainous

Correct Answer :   plain

A)
trace-out
B)
reconnaissance
C)
detailed survey
D)
preliminary survey

Correct Answer :   reconnaissance

A)
intensity of rainfall is heavy
B)
single catch water drain is inadequate
C)
catchment area of the watershed above road is large
D)
All of the above

Correct Answer :   All of the above

16 .
Pick up the correct statement from the following :
A)
Minimum width of medians should be 3 metres
B)
Minimum desirable width of medians on rural highways is 5 metres
C)
On long bridges and viaducts, the width of medians should be 1.5 m
D)
All of the above

Correct Answer :   All of the above

A)
practical capacity of lane
B)
basic capacity of lane
C)
traffic density of lane
D)
probable capacity of lane

Correct Answer :   practical capacity of lane

A)
1 in 33 to 1 in 25
B)
1 in 40 to 1 in 33
C)
1 in 150 to 1 in 140
D)
1 in 160 to 1 in 140

Correct Answer :   1 in 40 to 1 in 33

A)
merging
B)
crossing
C)
diverging
D)
All of the above

Correct Answer :   All of the above

A)
basic capacity of traffic lane
B)
traffic density
C)
possible capacity of traffic lane
D)
All of the above

Correct Answer :   basic capacity of traffic lane

22 .
The absolute minimum radius for a horizontal curve designed for a speed of 80 kmph, given the permissible values of superelevation and coefficient of friction are 0.04 and 0.16, is
A)
458 m
B)
252 m
C)
150 m
D)
105 m

Correct Answer :   252 m

A)
577 m
B)
440 m
C)
220 m
D)
110 m

Correct Answer :   440 m

A)
current traffic
B)
general traffic
C)
development traffic
D)
normal traffic growth

Correct Answer :   normal traffic growth

25 .
Pick up the correct statement from the following :
A)
Safety fences are provided on either side of a roadway if embankments are in excess of 6 metres
B)
Guard stones are provided at 2.5 metres intervals if embankments are between 1.6 metres to 3 metres
C)
Safety fences are provided on outside of the curves of radii less than 750 m if the embankments are between 3 metres and 6 metres
D)
All of the above

Correct Answer :   All of the above

A)
gel
B)
hydration
C)
concrete
D)
None of the above

Correct Answer :   concrete

A)
1942
B)
1934
C)
1930
D)
1927

Correct Answer :   1934

A)
designed speed is 20 km/hour
B)
gradient is 1 in 40
C)
gradient is 1 in 200
D)
All of the above

Correct Answer :   All of the above


Explanation : * designed speed is 20 km/hour
* gradient is 1 in 40
* gradient is 1 in 200
* superelevations is 1 in 10

A)
at summit curves
B)
at valley curves
C)
along minimum gradients
D)
along maximum gradients

Correct Answer :   at summit curves

A)
minimum radius of inner curve is 14 m
B)
minimum radius of transition is 15 m
C)
circular compound curve may be provided
D)
All of the above

Correct Answer :   All of the above


Explanation : * minimum radius of inner curve is 14 m
* minimum radius of transition is 15 m
* circular compound curve may be provided
* minimum road way width at apex for single lane highway, is 9 m

A)
horizontal
B)
to have a reduced fall
C)
to have slope of the camber on the other half of the carriageway
D)
All of the above

Correct Answer :   All of the above

A)
85° to aisles
B)
80° to aisles
C)
75° to aisles
D)
60° to aisles

Correct Answer :   75° to aisles

A)
carriageway
B)
embankment at the top level
C)
pavement and shoulders
D)
embankment at ground level

Correct Answer :   embankment at the top level

35 .
If P is the number of vehicles per day at last census, r is the increase in traffic and n is the number of years passed after last census, number of vehicles A per day for design, is
A)
P (1 + r)n
B)
P (1 - r)n
C)
P (1 + r)-n+5
D)
P (1 + r)5n

Correct Answer :   P (1 + r)n

A)
railways, roads, shipping, air transport
B)
air transport, shipping, roads, railways
C)
shipping, roads, railways, air transport
D)
roads, railways, air transport, shipping

Correct Answer :   railways, roads, shipping, air transport

A)
1 in 15
B)
1 in 20
C)
1 in 30
D)
1 in 45

Correct Answer :   1 in 30

38 .
Pick up the correct statement from the following :
A)
After reconnaissance, a trace is cut for the alignment
B)
During reconnaissance, the general route of the alignment is selected
C)
Last stage is the detailed surveys for desired geometries'of the highway
D)
All of the above

Correct Answer :   All of the above

A)
dens
B)
sand dunes
C)
land slides
D)
None of the above

Correct Answer :   land slides

A)
45 m
B)
30 m
C)
24 m
D)
20 m

Correct Answer :   45 m

A)
erosion of the berms
B)
deterioration of central portion
C)
slip of the speedy vehicles towards the edges
D)
All of the above

Correct Answer :   All of the above

42 .
Pick up the incorrect statement from the following :
A)
Tresguet provided the top camber for the drainage of surface water
B)
Tresguet did not provide the top camber for the drainage of surface water
C)
Macadam provided a camber to the formation at the dug-up state, to drain percolated water
D)
Telford provided two layers of stones in the central 5.4 m width and one layer was provided on the sides

Correct Answer :   Tresguet did not provide the top camber for the drainage of surface water

A)
rigid pavement
B)
flexible pavement
C)
semi-rigid pavement
D)
None of the above

Correct Answer :   semi-rigid pavement

A)
is kept 45 m
B)
in mountainous built-up area is 20 m
C)
in plain and rolling terrain built-up area, is 30 m
D)
All of the above

Correct Answer :   All of the above

A)
0.0 m
B)
0.5 m
C)
1.0 m
D)
1.5 m

Correct Answer :   0.0 m

A)
125 cm
B)
150 cm
C)
200 cm
D)
250 cm

Correct Answer :   250 cm

A)
e = V²/114R
B)
e = V²/225R
C)
e = V²/254R
D)
e = V²/278R

Correct Answer :   e = V²/225R

A)
Telford
B)
Macadam
C)
Sully
D)
Tresguet

Correct Answer :   Sully

49 .
Area of steel required per metre width of pavement for a length of 20 m for design wheel load 6300 kg and permissible stress in steel 1400 kg/cm², is
A)
70 kg/sq cm
B)
80 kg/sq cm
C)
90 kg/sq cm
D)
100 kg/sq cm

Correct Answer :   90 kg/sq cm

A)
design speed of vehicles
B)
permissible centrifugal ratio
C)
permissible friction on the road surface
D)
All of the above

Correct Answer :   All of the above


Explanation : * design speed of vehicles
* permissible centrifugal ratio
* permissible friction on the road surface
* permissible maximum super-elevation

A)
rolling
B)
steep
C)
plain
D)
mountainous

Correct Answer :   rolling

A)
not allow entrance of water to sub-grade
B)
support and protect the ends of carriage ways
C)
be stable throughout the year to be used by vehicles in the case of emergency
D)
All of the above

Correct Answer :   All of the above

A)
vertical curve
B)
critical curve
C)
transition curve
D)
All of the above

Correct Answer :   All of the above

A)
6050 vehicles
B)
7050 vehicles
C)
8050 vehicles
D)
9050 vehicles

Correct Answer :   8050 vehicles

A)
floating gradient
B)
maximum gradient
C)
ruling gradient
D)
exceptional gradient

Correct Answer :   maximum gradient

A)
stopping sight distance
B)
overtaking sight distance
C)
Both (A) and (B)
D)
Neither (A) nor (B)

Correct Answer :   stopping sight distance

A)
centre of the road
B)
inner edge of the road
C)
outer edge of the road
D)
no where on the road

Correct Answer :   outer edge of the road

A)
travel time
B)
average speed
C)
Both (A) and (B)
D)
spot speed

Correct Answer :   spot speed

A)
1 in 25, is 25%
B)
1 in 20, is 10%
C)
1 in 15, is 15%
D)
1 in 10, is 10%

Correct Answer :   1 in 20, is 10%

62 .
Over taking time required for a vehicle with design speed 50 km ph and overtaking acceleration 1.25 m/sec² to overtake a vehicle moving at a speed 30 km ph, is
A)
6.12 secs
B)
5.0 secs
C)
225.48 secs
D)
30 secs

Correct Answer :   6.12 secs

A)
seldom provided a camber
B)
provided camber along spur curves
C)
provided camber along valley curves
D)
None of the above

Correct Answer :   seldom provided a camber

A)
15 cm
B)
20 cm
C)
25 cm
D)
30 cm

Correct Answer :   30 cm

A)
3°
B)
4°
C)
5°
D)
6°

Correct Answer :   5°

A)
sight distance
B)
type of curves
C)
type of the highway
D)
All of the above

Correct Answer :   All of the above

A)
Kelly
B)
Goldbeck
C)
Picket
D)
Spanglar

Correct Answer :   Goldbeck

A)
medians of wide area are provided
B)
area dividers are provided
C)
physical dividers are provided
D)
markings on the road are provided

Correct Answer :   medians of wide area are provided

A)
265-270 BC
B)
3495-3500 BC
C)
1540-1545 AD
D)
1440-1450

Correct Answer :   1540-1545 AD

A)
12%
B)
10%
C)
7%
D)
6%

Correct Answer :   7%

71 .
If the width of a pavement slab is 7.5 m, thickness 20 cm and working stress 1400 kg/cm², spacing of 10 mm tie bars for the longitudinal joint, is
A)
20 cm
B)
30 cm
C)
40 cm
D)
50 cm

Correct Answer :   30 cm

72 .
Minimum number of 50 kg cement bags per cubic metre of concrete for a mix corresponding to crushing strength 280 kg/cm² at 28 days, are
A)
6.5
B)
7.0
C)
7.5
D)
8.0

Correct Answer :   6.5

A)
angle of the slope
B)
nature of the slope
C)
geological conditions
D)
All of the above

Correct Answer :   All of the above


Explanation : * angle of the slope
* nature of the slope
* geological conditions
* ground water conditions

A)
20%
B)
25%
C)
30%
D)
35%

Correct Answer :   30%

A)
parabola method
B)
straight line method
C)
straight at the edges and parabolic at the crown
D)
All of the above

Correct Answer :   All of the above

A)
number of traffic
B)
width of traffic lane
C)
width of median strip
D)
All of the above

Correct Answer :   All of the above

A)
4.5 m
B)
5 m
C)
6 m
D)
6.5 m

Correct Answer :   5 m

A)
85 percentile cumulative frequency
B)
80 percentile cumulative frequency
C)
75 percentile cumulative frequency
D)
60 percentile cumulative frequency

Correct Answer :   85 percentile cumulative frequency

A)
condastral surveys
B)
topographical surveys
C)
aerial photographic survey
D)
triangulation surveys

Correct Answer :   aerial photographic survey

A)
3.42 m/sec²
B)
4.42 m/sec²
C)
5.56 m/sec²
D)
7.80 m/sec²

Correct Answer :   3.42 m/sec²

A)
parabolic method
B)
circular method
C)
straight line and parabolic at crown
D)
straight line method

Correct Answer :   straight line and parabolic at crown

A)
y = x³/6RL
B)
y = x/6RL
C)
y = l²/6RL
D)
y = l/6RL

Correct Answer :   y = x³/6RL

A)
sight distance
B)
lag distance
C)
stopping distance
D)
None of the above

Correct Answer :   lag distance

A)
stabilised soil roads
B)
water-bound macadam roads
C)
road constructed with various layers of building material well compacted
D)
All of the above

Correct Answer :   All of the above

A)
5.7 m
B)
6.7 m
C)
7.7 m
D)
8.0 m

Correct Answer :   5.7 m

A)
100/R
B)
80/R
C)
75/R
D)
70/R

Correct Answer :   75/R

A)
current traffic
B)
development traffic
C)
normal traffic growth
D)
generated traffic growth

Correct Answer :   normal traffic growth

A)
L/24 R
B)
L²/24 R
C)
L³/24 R
D)
L⁴/24 R

Correct Answer :   L²/24 R

90 .
Three points, A, B and C 500 m apart on a straight road have 500 m, 505 m and 510 m as their reduced levels. The road is said to have
A)
a positive gradient between A and C
B)
a negative gradient between A and C
C)
a negative gradient between A and B
D)
a positive gradient between A and B followed by a negative gradient between B to C.

Correct Answer :   a positive gradient between A and B followed by a negative gradient between B to C.

A)
2.7 m
B)
3.0 m
C)
3.3 m
D)
3.6 m

Correct Answer :   3.6 m

A)
empirical formulae
B)
mathematical analysis
C)
a compromise of pure theory and pure empirical formula
D)
None of the above

Correct Answer :   a compromise of pure theory and pure empirical formula

A)
condition of the tyres
B)
condition of road surface
C)
presence of the show moisture
D)
All of the above

Correct Answer :   All of the above

A)
7%
B)
8%
C)
10%
D)
15%

Correct Answer :   10%

95 .
Pick up the incorrect statement from the following :
A)
Highways may be provided vertical curves
B)
Highways are always constructed in straight line
C)
Highways may be provided horizontal curves
D)
Highways may be provided both horizontal and vertical curves

Correct Answer :   Highways are always constructed in straight line

A)
1 in 25
B)
1 in 40
C)
1 in 140
D)
1 in 400

Correct Answer :   1 in 25

97 .
Interior thickness of concrete road slab for design wheel load 6300 kg and permissible flexural stress 21 kg/cm², is
A)
17.0 cm
B)
25.5 cm
C)
34.0 cm
D)
42.5 cm

Correct Answer :   25.5 cm

A)
steep terrain
B)
mountainous terrain
C)
rolling terrain
D)
None of the above

Correct Answer :   rolling terrain

A)
summit curves
B)
horizontal curves
C)
two lane highways
D)
All of the above

Correct Answer :   All of the above

A)
3500 tonnes
B)
3000 tonnes
C)
2500 tonnes
D)
2000 tonnes

Correct Answer :   2000 tonnes

A)
excludes the width of parapet (0.6 m)
B)
excludes the width of side drain (0.6 m)
C)
excludes the width of parapet and side drain
D)
includes the width of parapet and side drain

Correct Answer :   excludes the width of parapet and side drain

A)
25 m to 35 m
B)
17 m to 27 m
C)
16 m to 24 m
D)
12 m to 18 m

Correct Answer :   17 m to 27 m

A)
NS²/4
B)
N²S/4
C)
(NS)²/4
D)
None of the above

Correct Answer :   NS²/4

A)
NS²/4
B)
NS²/4.8
C)
NS²/6.7
D)
NS²/9.6

Correct Answer :   NS²/9.6

A)
50 cm
B)
60 cm
C)
70 cm
D)
80 cm

Correct Answer :   60 cm

A)
7.2 m
B)
6.6 m
C)
4.8 m
D)
3.6 m

Correct Answer :   4.8 m

A)
outer edge so that the inner edge is lowered
B)
inner edge so that outer edge is raised
C)
crown so that outer edge is raised and inner edge is lowered
D)
None of the above

Correct Answer :   inner edge so that outer edge is raised

A)
3 R sin 2α
B)
3 R sin α
C)
3 R sin α/2
D)
None of the above

Correct Answer :   3 R sin 2α

A)
3.75 m for single lane
B)
7.5 m for two lanes with raised kerbs
C)
10.5 m for three lanes pavements
D)
All of the above

Correct Answer :   All of the above

A)
3%
B)
2.5%
C)
1.5%
D)
1.0%

Correct Answer :   3%

A)
50 cm
B)
75 cm
C)
100 cm
D)
120 cm

Correct Answer :   120 cm

A)
building line and control line
B)
road land boundary and building line
C)
road land boundary and control line
D)
road land boundary and control line

Correct Answer :   road land boundary and building line

A)
nil
B)
steeper
C)
flatter
D)
None of the above

Correct Answer :   flatter

A)
60 m per km
B)
75 m per km
C)
90 m per km
D)
100 m per km

Correct Answer :   60 m per km

A)
Chief Engineer
B)
Executive Engineer
C)
Transport Minister
D)
Superintending Engineer

Correct Answer :   Chief Engineer

A)
Δ/3
B)
Δ/4
C)
Δ/5
D)
Δ/6

Correct Answer :   Δ/6

A)
11 kg to 13 kg/tonne
B)
9 kg to 11 kg/tonne
C)
5 kg to 7 kg/tonne
D)
7 kg to 9 kg/tonne

Correct Answer :   9 kg to 11 kg/tonne

A)
side slopes
B)
formation width
C)
vertical curve
D)
horizontal curve

Correct Answer :   vertical curve

A)
spiral
B)
circular
C)
Lemniscate
D)
cubic parabola

Correct Answer :   spiral

A)
lanes
B)
shoulders
C)
parking spaces
D)
All of the above

Correct Answer :   All of the above

A)
hydrological and soil surveys
B)
fixation of Bench Marks
C)
adjustment of alignment along with curves
D)
derivation of longitudinal and cross-sections

Correct Answer :   fixation of Bench Marks

A)
relative elevations of pegs
B)
direction of the proposed alignment
C)
distance between the previous and forward pegs
D)
All of the above

Correct Answer :   All of the above

A)
1300 tonnes
B)
1250 tonnes
C)
1000 tonnes
D)
750 tonnes

Correct Answer :   1000 tonnes

A)
0.85 d
B)
0.75 d
C)
0.60 d
D)
None of the above

Correct Answer :   0.85 d

A)
grade
B)
gradient
C)
positive grade
D)
negative grade

Correct Answer :   gradient

A)
1 : 2 front batter
B)
1 : 3 front batter
C)
1 : 4 front batter
D)
1 : 5 front batter

Correct Answer :   1 : 3 front batter

A)
perception time
B)
brake reaction time
C)
efficiency of the brakes
D)
All of the above

Correct Answer :   All of the above

A)
more than ruling gradient
B)
less than average gradient
C)
more than floating gradient
D)
less than minimum gradient or more than maximum gradient

Correct Answer :   less than minimum gradient or more than maximum gradient

A)
1939
B)
1947
C)
1950
D)
1956

Correct Answer :   1939

A)
before the crossing on the left side
B)
after the crossing on the left side
C)
after the crossing on the right side
D)
before the crossing on the right side

Correct Answer :   after the crossing on the left side

A)
extra widening
B)
passing sight distance
C)
width of shoulders
D)
minimum radius of turning

Correct Answer :   width of shoulders

A)
10 cm
B)
15 cm
C)
20 cm
D)
25 cm

Correct Answer :   10 cm

A)
permit higher speed
B)
reduce delays to vehicles
C)
are inexpensive means of traffic flow
D)
All of the above

Correct Answer :   All of the above

A)
to break the monotony of driving
B)
to decrease the mental strain on drivers
C)
to discourage the tendency to increase speed
D)
All of the above

Correct Answer :   All of the above

A)
2.45 m
B)
2.75 m
C)
3.66 m
D)
4.90 m

Correct Answer :   2.45 m

A)
outer end of side drain to inner end of parapet wall
B)
outer end of side drain to outer end of parapet wall
C)
inner end of side drain to outer end of parapet wall
D)
inner end of side drain to inner end of parapet wall

Correct Answer :   outer end of side drain to outer end of parapet wall

A)
traffic intensities
B)
characteristics of soils
C)
character of the road making materials
D)
None of the above

Correct Answer :   character of the road making materials

A)
are not to be crossed over
B)
are for the guidance of the drivers
C)
Both (A) and (B)
D)
may be crossed over at the discretion of the driver

Correct Answer :   may be crossed over at the discretion of the driver

A)
120 cm vertical height and 100 cm centre to centre horizontally
B)
100 cm vertical height and 120 cm centre to centre horizontally
C)
100 cm vertical height and 100 cm centre to centre horizontally
D)
50 cm vertical height and 50 cm centre to centre horizontally

Correct Answer :   100 cm vertical height and 120 cm centre to centre horizontally

A)
3.0 sec
B)
2.5 sec
C)
2.0 sec
D)
1.5 sec

Correct Answer :   3.0 sec

A)
Stone dust
B)
Sand
C)
Cement
D)
Brick dust

Correct Answer :   Stone dust

A)
90 cm
B)
80 cm
C)
70 cm
D)
60 cm

Correct Answer :   60 cm

A)
Macadam
B)
Telford and Macadam simultaneously
C)
Tresguet
D)
Tresguet and Telford simultaneously

Correct Answer :   Telford and Macadam simultaneously

A)
hinged joint
B)
expansion joint
C)
contraction joint
D)
All of the above

Correct Answer :   All of the above

A)
initial cost of construction is low
B)
tractive resistance is low
C)
visibility during nights is high
D)
initial cost of construction is high

Correct Answer :   initial cost of construction is low

A)
minimum at the beginning
B)
same throughout its length
C)
varying from infinity to the radius of circular curve
D)
equal to the radius of circular curve

Correct Answer :   varying from infinity to the radius of circular curve

A)
equal to ruling gradient
B)
10 to 20 per cent easier than ruling gradients
C)
10 to 20 per cent steeper than ruling gradients
D)
None of the above

Correct Answer :   10 to 20 per cent easier than ruling gradients

A)
4 to 6 cm
B)
5 to 7 cm
C)
7 to 10 cm
D)
10 to 12 cm

Correct Answer :   7 to 10 cm

A)
slip
B)
skid
C)
overturn
D)
All of the above

Correct Answer :   slip

A)
same for State Highways
B)
same for National Highways
C)
same for Major District roads
D)
different for National Highways

Correct Answer :   different for National Highways

A)
0.01 D
B)
0.02 D
C)
0.03 D
D)
0.04 D

Correct Answer :   0.04 D

A)
L³/2R
B)
L²/2R
C)
L/2R
D)
L/R

Correct Answer :   L²/2R

A)
1 in 33 to 1 in 25
B)
1 in 40 to 1 in 33
C)
1 in 160 to 1 in 140
D)
1 in 150 to 1 in 140

Correct Answer :   1 in 160 to 1 in 140

A)
R (1 - cos θ/2)
B)
R cos θ/2
C)
R (1 - sin θ/2)
D)
R sin θ/2

Correct Answer :   R (1 - cos θ/2)

A)
Chief Engineer
B)
Secretary to the Govt
C)
Superintending Engineer
D)
None of the above

Correct Answer :   Superintending Engineer

A)
42 days
B)
28 days
C)
21 days
D)
14 days

Correct Answer :   28 days

A)
compound curves
B)
transition curves
C)
simple circular curves
D)
broken-back curves

Correct Answer :   broken-back curves

A)
sag curve
B)
summit curve
C)
valley curve
D)
None of the above

Correct Answer :   summit curve

A)
52.44 km/hour
B)
62.44 km/hour
C)
72.44 km/hour
D)
82.44 km/hour

Correct Answer :   52.44 km/hour

A)
turning left
B)
turning right
C)
moving along straights
D)
All of the above

Correct Answer :   All of the above

A)
on the outer side
B)
on the outer and inner sides equally
C)
on the inner side
D)
less on outer side and more on inner side

Correct Answer :   on the inner side

A)
wind resistance
B)
grade resistance
C)
axle resistance
D)
rolling resistance

Correct Answer :   axle resistance

A)
1.50 m
B)
1.75 m
C)
2.00 m
D)
2.25 m

Correct Answer :   2.25 m

A)
wheel loads
B)
climate of the region
C)
intensity of traffic
D)
sub-grade conditions

Correct Answer :   climate of the region

A)
axle loads
B)
wheel bases
C)
axle spacings
D)
All of the above

Correct Answer :   All of the above

A)
more at the edges
B)
less at the edges
C)
more at the crown
D)
same at the edges as well as at the crown

Correct Answer :   more at the edges

A)
ruling gradient
B)
rising gradient
C)
differential gradient
D)
compensated gradient

Correct Answer :   differential gradient

A)
1° 11'
B)
2° 11'
C)
3° 11'
D)
4° 11'

Correct Answer :   3° 11'

A)
1618.9 m
B)
1718.9 m
C)
1816.9 m
D)
1817.9 m

Correct Answer :   1718.9 m

A)
width of the widest road
B)
width of the widest road plus 2 metres
C)
twice the width of narrowest radial road
D)
width of the widest road plus the width of one lane

Correct Answer :   width of the widest road plus the width of one lane

A)
1525 (L + 7.3) - 14.7 L²
B)
1525 (L + 6.3) - 14.7 L²
C)
1526 (L + 5.3) - 14.7 L²
D)
1525 (L + 4.3) - 14.7 L²

Correct Answer :   1525 (L + 7.3) - 14.7 L²

A)
1954
B)
1958
C)
1960
D)
1962

Correct Answer :   1960


Explanation : The Border Roads Organization (BRO) was conceived and raised in the year 1960 by Pandit Jawaharlal Nehru, the great visionary and the first Prime Ministry of India.

This was done with the aim of coordinating the speedy development of network of roads in the North and the North Eastern border regions of the country.

BRO is regarded as a symbol of nation-building, national integration and an inseparable component in maintaining the security and integrity of the country.

A)
directly proportional to width of pavement
B)
inversely proportional to the radius of curvature
C)
directly proportional to velocity of vehicles
D)
inversely proportional to acceleration due to gravity

Correct Answer :   directly proportional to velocity of vehicles

A)
State Highways
B)
National Highways
C)
Both (A) and (B)
D)
None of the above

Correct Answer :   Both (A) and (B)

A)
right of way
B)
roadway
C)
carriage way
D)
width of formation

Correct Answer :   right of way

A)
1 in 15 to 1 in 20
B)
1 in 10 to 1 in 15
C)
1 in 30 to 1 in 48
D)
1 in 20 to 1 in 24

Correct Answer :   1 in 20 to 1 in 24

A)
camber
B)
super-elevation
C)
height of the pavement
D)
None of the above

Correct Answer :   camber

A)
saddles or passes
B)
natural unstable areas
C)
long stretch of very hard cutting
D)
All of the above

Correct Answer :   All of the above

A)
15°
B)
20°
C)
30°
D)
45°

Correct Answer :   30°

A)
plain
B)
mountainous
C)
steep
D)
rolling

Correct Answer :   mountainous

A)
10 percentile cumulative frequency
B)
15 percentile cumulative frequency
C)
20 percentile cumulative frequency
D)
30 percentile cumulative frequency

Correct Answer :   15 percentile cumulative frequency

A)
clothoid
B)
lamniscate
C)
cubic spiral
D)
cubic parabola

Correct Answer :   clothoid

A)
both are one-way roads
B)
both are two-way roads
C)
one is two-way road and other is one-way road
D)
None of the above

Correct Answer :   one is two-way road and other is one-way road

A)
1 in 30 to 1 in 48
B)
1 in 36 to 1 in 48
C)
1 in 48 to 1 in 60
D)
1 in 60 to 1 in 72

Correct Answer :   1 in 60 to 1 in 72

A)
120 cm
B)
110 cm
C)
100 cm
D)
90 cm

Correct Answer :   120 cm

A)
+ 0.60 m
B)
+ 0.70 m
C)
+ 0.90 m
D)
+ 1.50 m

Correct Answer :   + 0.70 m

A)
80 cm
B)
76 cm
C)
64 cm
D)
52 cm

Correct Answer :   76 cm

A)
S = P/μ+T
B)
P = T/μ+S
C)
μ = P/S+T
D)
μ = S/P+T

Correct Answer :   μ = P/S+T

A)
transversely
B)
longitudinally
C)
longitudinally and transversely
D)
in the form of welded wire mesh

Correct Answer :   in the form of welded wire mesh

A)
width of the carriageway must be 3.75 m
B)
shoulders on either side must be 1.25 m
C)
total width of the road-way must be 6.25 m
D)
Total of the above

Correct Answer :   Total of the above

A)
is constant
B)
is inversely proportional to the radius of main curve
C)
is directly proportional to the radius of main curve
D)
at any point is directly proportional to its distance from the point of commencement

Correct Answer :   is inversely proportional to the radius of main curve

196 .
The maximum distance of the apex of a vertical curve of length L from the point of intersection of two grades + g1%, and - g2% (g1 > g2), is
A)
L(g₁-g₂) / 400
B)
L(g₁-g₂) / 800
C)
L(g₁+g₂) / 800
D)
L(g₂-g₁) / 300

Correct Answer :   L(g₁+gâ‚‚) / 800

A)
breast wall
B)
retaining wall
C)
parapet wall
D)
All of the above

Correct Answer :   retaining wall

A)
500 vehicles per hour
B)
700 vehicles per hour
C)
1000 vehicles per hour
D)
1250 vehicles per hour

Correct Answer :   1000 vehicles per hour

A)
from left
B)
from right
C)
from both sides right and left
D)
None of the above

Correct Answer :   from both sides right and left

A)
terrain
B)
type of traffic
C)
Both (A) and (B)
D)
number of lanes

Correct Answer :   number of lanes

A)
2.5 sec
B)
2.0 sec
C)
1.5 sec
D)
1 sec

Correct Answer :   2.5 sec

A)
1 in 160 to 1 in 140
B)
1 in 150 to 1 in 140
C)
1 in 40 to 1 in 33
D)
1 in 33 to 1 in 25

Correct Answer :   1 in 150 to 1 in 140

A)
away from edges, the maximum bending moment is negative
B)
away from edges, the maximum bending moment cause compression
C)
on the edges, the maximum stress is parallel to the edge of the slab
D)
None of the above

Correct Answer :   on the edges, the maximum stress is parallel to the edge of the slab

A)
vertical curves
B)
reverse curves
C)
compound curves
D)
All of the above

Correct Answer :   All of the above

A)
both are two-way roads
B)
both are one-way roads
C)
one is two-way road and other is one-way road
D)
None of the above

Correct Answer :   both are two-way roads

A)
1 in 12
B)
1 in 15
C)
1 in 20
D)
1 in 25

Correct Answer :   1 in 15

A)
1.00 m
B)
1.25 m
C)
1.50 m
D)
1.75 m

Correct Answer :   1.50 m

A)
Kelly's formula
B)
Picker's formula
C)
Goldbeck's formula
D)
Westergard's formula

Correct Answer :   Picker's formula

A)
1917
B)
1937
C)
1942
D)
1927

Correct Answer :   1927

A)
5 cm
B)
6 cm
C)
7 cm
D)
8 cm

Correct Answer :   5 cm

A)
current traffic
B)
normal traffic growth
C)
development traffic
D)
generated traffic growth

Correct Answer :   development traffic

A)
type of the road surface
B)
size of the stone on the pavement
C)
number of patches on the pavement
D)
cumulative deformation of surface per horizontal distance

Correct Answer :   cumulative deformation of surface per horizontal distance

A)
10 metres
B)
20 metres
C)
25 metres
D)
30 metres

Correct Answer :   20 metres

A)
R sin θ
B)
R sin θ/2
C)
R tan θ/2
D)
R cot θ/2

Correct Answer :   R tan θ/2

A)
between the channelising islands
B)
equal to half circumference
C)
equal to diameter of rotary
D)
equal to total width of adjoining radial roads

Correct Answer :   between the channelising islands

A)
45 cm
B)
50 cm
C)
55 cm
D)
60 cm

Correct Answer :   60 cm

A)
to know the type of traffic
B)
to design proper drainage system
C)
to determine the facilities to traffic regulations
D)
All of the above

Correct Answer :   All of the above

A)
trumpet
B)
clover leaf
C)
delta
D)
diamond interchange

Correct Answer :   clover leaf

A)
2.25%
B)
2.50%
C)
2.75%
D)
3.00%

Correct Answer :   2.75%

A)
polar deflection angles
B)
radial offsets
C)
deflection angles
D)
perpendicular offsets

Correct Answer :   polar deflection angles

A)
reduced distance (R.D.)
B)
reduced level at the top of pillar
C)
horizontal distance of road from the centre line
D)
All of the above

Correct Answer :   All of the above

A)
12 m
B)
15 m
C)
25 m
D)
45 m

Correct Answer :   25 m

A)
100 m
B)
120 m
C)
150 m
D)
200 m

Correct Answer :   120 m

A)
of compound curve will be more
B)
of reverse curve will be more
C)
of both curves will be equal
D)
None of the above

Correct Answer :   of both curves will be equal

A)
3
B)
4
C)
5
D)
6

Correct Answer :   3

A)
12 metres
B)
15 metres
C)
18 metres
D)
21 metres

Correct Answer :   12 metres

A)
centre of the circular curve
B)
centre of the transition curve
C)
beginning of the transition curve
D)
beginning of the circular curve

Correct Answer :   beginning of the circular curve

A)
9.5 m
B)
12 m
C)
15 m
D)
20 m

Correct Answer :   12 m

A)
roads
B)
railways
C)
pipe lines
D)
air lines

Correct Answer :   pipe lines

A)
10 cm
B)
12 cm
C)
15 cm
D)
18 cm

Correct Answer :   10 cm

A)
harvesing
B)
lean season
C)
harvesting and lean season
D)
None of the above

Correct Answer :   harvesting and lean season

A)
1.5
B)
1.25
C)
2.0
D)
1.75

Correct Answer :   1.25

A)
1 in 80
B)
1 in 40
C)
1 in 50
D)
1 in 60

Correct Answer :   1 in 40

A)
3.5%
B)
3.0%
C)
2.5%
D)
2.2%

Correct Answer :   2.5%

A)
speed of the vehicle
B)
width of the vehicle
C)
length of the vehicle
D)
height of the vehicle

Correct Answer :   speed of the vehicle

A)
in cutting
B)
along the spur curves
C)
along the re-entrant curves
D)
None of the above

Correct Answer :   in cutting

A)
to retain the back filling
B)
to prevent the hill from sliding
C)
to prevent the wheels of the vehicle from coming on the retaining wall
D)
None of the above

Correct Answer :   to prevent the wheels of the vehicle from coming on the retaining wall

A)
20 m to 35 m
B)
40 m to 50 m
C)
50 m to 75 m
D)
100 m to 150 m

Correct Answer :   100 m to 150 m

A)
minimum gradient
B)
floating gradient
C)
ruling gradient
D)
pushing gradient

Correct Answer :   floating gradient

A)
1 in 30
B)
1 in 45
C)
1 in 60
D)
1 in 75

Correct Answer :   1 in 30

A)
1146 m
B)
1573 m
C)
1619 m
D)
1719 m

Correct Answer :   1719 m

A)
5%
B)
7%
C)
7%
D)
10%

Correct Answer :   7%

A)
10°
B)
15°
C)
20°
D)
30°

Correct Answer :   15°

A)
25 m
B)
33 m
C)
50 m
D)
60 m

Correct Answer :   50 m

A)
1 in 20
B)
1 in 25
C)
1 in 30
D)
1 in 40

Correct Answer :   1 in 20

A)
drainage of soil
B)
compaction of soil
C)
stabilisation of soil
D)
combination of all the above

Correct Answer :   combination of all the above

248 .
The total length of a valley formed by two gradients - 3% and + 2% curve between the two tangent points to provide a rate of change of centrifugal acceleration 0.6 m/sec², for a design speed 100 km ph, is
A)
84.6 m
B)
42.3 m
C)
16.0 m
D)
All of the above

Correct Answer :   84.6 m

A)
basic capacity
B)
traffic volume
C)
traffic capacity
D)
traffic density

Correct Answer :   traffic volume

A)
base
B)
subgrade
C)
sub-base
D)
base course

Correct Answer :   subgrade

A)
water bound macadam surface
B)
bitumen-bound stone layer of varying aggregates
C)
stabilised soil base constructed of lime cement or tar
D)
All of the above

Correct Answer :   All of the above

A)
tar
B)
bricks
C)
hard soil
D)
Portland cement concrete

Correct Answer :   Portland cement concrete

A)
rate of change of super-elevation
B)
rate of change of radial acceleration
C)
Both (A) and (B)
D)
Neither (A) nor (B)

Correct Answer :   Both (A) and (B)

A)
5%
B)
6%
C)
7%
D)
8%

Correct Answer :   5%

A)
10 cm centres
B)
15 cm centres
C)
20 cm centres
D)
25 cm centres

Correct Answer :   15 cm centres