Deck 1: Road Design and Safety Standards: Camber, Slope, Width, and Distance Requirements
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Deck 1: Road Design and Safety Standards: Camber, Slope, Width, and Distance Requirements
1
The braking efficiency for a vehicle moving with a speed of 18kmph, having a lag distance of 14m and coefficient of longitudinal friction is 0.36.
A)25.28%
B)25.4%
C)25.6%
D)25.8%
A)25.28%
B)25.4%
C)25.6%
D)25.8%
25.28%
2
If the longitude coefficient of friction is 0.4, then the resultant retardation in m/sec2 as per IRC will be ___________
A)3.93
B)4.00
C)4.01
D)4.02
A)3.93
B)4.00
C)4.01
D)4.02
3.93
3
The unevenness index for a good pavement surface of high speed should be ___________
A)1500mm/km
B)2500mm/km
C)3500mm/km
D)4500mm/km
A)1500mm/km
B)2500mm/km
C)3500mm/km
D)4500mm/km
1500mm/km
4
If the camber is x%, then cross slope is ___________
A)100x
B)200/x
C)x/100
D)100+x
A)100x
B)200/x
C)x/100
D)100+x
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5
The camber required depends on ___________
A)type of pavement
B)rainfall
C)type of pavement and rainfall
D)rainfall characteristics
A)type of pavement
B)rainfall
C)type of pavement and rainfall
D)rainfall characteristics
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6
The minimum camber required in heavy rainfall area for bituminous roads as per IRC is ___________
A)1%
B)2.5%
C)2.7%
D)3%
A)1%
B)2.5%
C)2.7%
D)3%
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7
The camber is not provided in which of the following shape?
A)straight
B)parabolic
C)combination of straight and parabolic
D)circular
A)straight
B)parabolic
C)combination of straight and parabolic
D)circular
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8
The rise of crown for pavement of 7m wide having 1 in 50 slopes with respect to edges is ___________
A)0.14
B)0.07
C)0.09
D)0.11
A)0.14
B)0.07
C)0.09
D)0.11
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9
The equation of parabolic camber is given by ___________
A)y=x/a
B)y=x2 /a
C)y=x3 /a
D)y=ax2
A)y=x/a
B)y=x2 /a
C)y=x3 /a
D)y=ax2
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10
The minimum width of carriage way in urban roads is ___________
A)2.5m
B)3.0m
C)3.5m
D)3.75m
A)2.5m
B)3.0m
C)3.5m
D)3.75m
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11
A median is also called as ___________
A)traffic separator
B)traffic junction
C)traffic check post
D)traffic flow
A)traffic separator
B)traffic junction
C)traffic check post
D)traffic flow
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12
The desirable width as per IRC for median on rural roads is ___________
A)3m
B)5m
C)8m
D)14m
A)3m
B)5m
C)8m
D)14m
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13
The height of low kerb is kept about ___________
A)50mm
B)75mm
C)100mm
D)200mm
A)50mm
B)75mm
C)100mm
D)200mm
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14
The minimum shoulder width recommended by IRC is ___________
A)1.0m
B)1.5m
C)2.0m
D)2.5m
A)1.0m
B)1.5m
C)2.0m
D)2.5m
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15
The width of drive way should be ___________
A)minimum
B)maximum
C)intermediate
D)maximum or minimum
A)minimum
B)maximum
C)intermediate
D)maximum or minimum
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16
A road running parallel to highway for some selected areas with grade separator are called ___________
A)footage road
B)urban road
C)frontage road
D)parallel highway
A)footage road
B)urban road
C)frontage road
D)parallel highway
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17
The width of formation is calculated by adding?
A)sum of the width of pavements
B)width of pavement+ separators
C)width of pavement + separators + shoulders
D)width of pavement + separator + shoulders + side drains
A)sum of the width of pavements
B)width of pavement+ separators
C)width of pavement + separators + shoulders
D)width of pavement + separator + shoulders + side drains
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18
The boundary till which building activities are prohibited is called ___________
A)right of way
B)boundary line
C)building line
D)control line
A)right of way
B)boundary line
C)building line
D)control line
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19
The normal width recommended in rural areas by IRC for a national highway is ___________
A)45m
B)29 m
C)60 m
D)25 m
A)45m
B)29 m
C)60 m
D)25 m
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20
The length visible to driver at any instance of time is called ___________
A)sight distance
B)visibility limit
C)head light distance
D)overtaking sight distance
A)sight distance
B)visibility limit
C)head light distance
D)overtaking sight distance
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21
The stopping sight distance of a vehicle moving with 45kmph and having a coefficient of friction as 0.4 is?
A)48m
B)49m
C)50m
D)51m
A)48m
B)49m
C)50m
D)51m
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22
The stopping sight distance does not depend on ___________
A)break reaction time
B)speed of vehicle
C)length of vehicle
D)friction
A)break reaction time
B)speed of vehicle
C)length of vehicle
D)friction
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23
The SSD is based on ___________
A)speed of vehicle
B)piev theory
C)voluntary action of brain
D)reflex action of brain
A)speed of vehicle
B)piev theory
C)voluntary action of brain
D)reflex action of brain
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24
The reaction time considered in SSD is ___________
A)1.5 sec
B)2 sec
C)2.5 sec
D)3 sec
A)1.5 sec
B)2 sec
C)2.5 sec
D)3 sec
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25
The desirable relationship between OSD and length of overtaking zone is ___________
A)length of overtaking zone = osd
B)length of overtaking zone = 2 osd
C)length of overtaking zone = 3 osd
D)length of overtaking zone = 5 osd
A)length of overtaking zone = osd
B)length of overtaking zone = 2 osd
C)length of overtaking zone = 3 osd
D)length of overtaking zone = 5 osd
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