• 1. 
    Nagpur road plan formula were prepared by assuming

  • rectangular or block road pattern
  • radial or star and block road pattern
  • radial or star and circular road pattern
  • radial or star and grid road pattern
  • 2. 
    Select the correct statement.

  • Nagpur road plan formula take into account the towns with very large population.
  • Nagpur road plan has a target road length of 32 km per 100 square km.
  • Second 20-year plan has provided 1600 km of expressways out of the proposed National highway.
  • Second 20-year plan allowed deduction of length of railway track in the area while calculating the length of roads.
  • 3. 
    The sequence of four stages of survey in a highway alignment is

  • reconnaissance, map study, preliminary survey and detailed survey
  • map study, preliminary survey, reconnaissance and detailed survey
  • map study, reconnaissance, preliminary survey and detailed survey
  • preliminary survey, map study, reconnaissance and detailed survey
  • 4. 
    The shape of the camber, best suited for cement concrete pavements, is

  • straight line
  • parabolic
  • elliptical
  • combination of straight and parabolic
  • 5. 
    For water bound macadam roads in localities of heavy rainfall, the recommended value of camber is

  • 1 in 30
  • 1 in 36
  • 1 in 48
  • 1 in 60
  • 6. 
    The stopping sight distance depends upon

  • total reaction time of driver
  • speed of vehicle
  • efficiency of brakes
  • all of the above
  • 7. 
    When the path travelled along the road surface is more than the circumferential movement of the wheels due to rotation, then it results in

  • slipping
  • skidding
  • turning
  • revolving
  • 8. 
    Coefficient of friction is less when the pavement surface is

  • rough
  • dry
  • smooth and dry
  • smooth and wet
  • 9. 
    The shoulder provided along the road edge should be

  • rougher than the traffic lanes
  • smoother than the traffic lanes
  • of same colour as that of the pavement
  • of very low load bearing capacity
  • 10. 
    Camber in the road is provided for

  • effective drainage
  • counteracting the centrifugal force
  • having proper sight distance
  • none of the above
  • 11. 
    Compared to a level surface, on a descending gradient the stopping sight distance is

  • less
  • more
  • same
  • dependent on the speed
  • 12. 
    On a single lane road with two way traffic, the minimum stopping sight distance is equal to

  • stopping distance
  • two times the stopping distance
  • half the stopping distance
  • three times the stopping distance
  • 13. 
    The desirable length of overtaking zone as per IRC recommendation is equal to

  • overtaking sight distance
  • two times the overtaking sight distance
  • three times the overtaking sight distance
  • five times the overtaking sight distance
  • 14. 
    Stopping sight distance is always

  • less than overtaking sight distance
  • equal to overtaking sight distance
  • more than overtaking sight distance
  • none of the above
  • 15. 
    Reaction time of a driver

  • increases with increase in speed
  • decreases with increase in speed
  • is same for all speeds
  • none of the above
  • 16. 
    If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is

  • 30m
  • 60m
  • 120m
  • 180m
  • 17. 
    The effect of grade on safe overtaking sight distance is

  • to increase it on descending grades and to decrease it on ascending grades
  • to decrease it on descending grades and to increase it on ascending grades
  • to increase it on both descending and ascending grades
  • to decrease it on both descending and ascending grades
  • 18. 
    The ruling design speed on a National Highway in plain terrain as per IRC recommendations is

  • 60 kmph
  • 80 kmph
  • 100 kmph
  • 120 kmph
  • 19. 
    The terrain may be classified as rolling terrain if the cross slope of land is

  • upto 10%
  • between 10% and 25%
  • between 25% and 60%
  • more than 60%
  • 20. 
    If b is the wheel track of a vehicle and h is the height of centre of gravity above road surface, then to avoid overturning and lateral skidding on a horizontal curve, the centrifugal ratio should always be

  • less than b/2h and greater than co-efficient of lateral friction
  • less than b/2h and also less than co-efficient of lateral friction
  • greater than b/2h and less than co-efficient of lateral friction
  • greater than b/2h and also greater than coefficient of lateral friction
  • 21. 
    As per IRC recommendations, the maximum limit of super elevation for mixed traffic in plain terrain is

  • 1 in 15
  • 1 in 12.5
  • 1 in 10
  • equal to camber
  • 22. 
    For the design of super elevation for mixed traffic conditions, the speed is reduced by

  • 15%
  • 20%
  • 25%
  • 75%
  • 23. 
    On a horizontal curve if the pavement is kept horizontal across the alignment, then the pressure on the outer wheels will be

  • more than the pressure on inner wheels
  • less than the pressure on inner wheels
  • equal to the pressure on inner wheels
  • zero
  • 24. 
    For a constant value of coefficient of lateral friction, the value of required super-elevation increases with

  • increase in both speed and radius of curve
  • decrease in both speed and radius of curve
  • increase in speed and with decrease in radius of curve
  • decrease in speed and with increase in radius of curve
  • 25. 
    To calculate the minimum value of ruling radius of horizontal curves in plains, the design speed is given by

  • 8 kmph
  • 12kmph
  • 16kmph
  • 20 kmph
  • 26. 
    The absolute minimum radius of curve for safe operation for a speed of 110 kmph is

  • 110 m
  • 220 m
  • 440 m
  • 577 m
  • 27. 
    The attainment of super elevation by rotation of pavement about the inner edge of the pavement

  • is preferable in steep terrain
  • results in balancing the earthwork
  • avoids the drainage problem in flat terrain
  • does not change the vertical alignment of road
  • 28. 
    Select the correct statement.

  • Psychological extra widening depends on the number of traffic lanes.
  • Mechanical extra widening depends on the speed of vehicle.
  • Psychological extra widening depends on the length of wheel base.
  • Psychological extra widening depends on the speed of vehicle.
  • 29. 
    In case of hill roads, the extra widening is generally provided

  • equally on inner and outer sides of the curve
  • fully on the inner side of the curve
  • fully on the outer side of the curve
  • one-fourth on inner side and three-fourth on outer side of the curve
  • 30. 
    The transition curve used in the horizontal alignment of highways as per IRC recommendations is

  • spiral
  • lemniscate
  • cubic parabola
  • any of the above
  • 31. 
    For design, that length of transition curve should be taken which is

  • based on allowable rate of change of centrifugal acceleration
  • based on rate of change of super elevation
  • higher of (A. and (B.
  • smaller of (A. and (B.
  • 32. 
    The maximum design gradient for vertical profile of a road is

  • ruling gradient
  • limiting gradient
  • exceptional gradient
  • minimum gradient
  • 33. 
    The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is

  • 0.1 %
  • 1 %
  • 10%
  • no compensation
  • 34. 
    If ruling gradient is I in 20 and there is also a horizontal curve of radius 76 m, then the compensated grade should be

  • 3 %
  • 4%
  • 5 %
  • 6%
  • 35. 
    The camber of road should be approximately equal to

  • longitudinal gradient
  • two times the longitudinal gradient
  • three times the longitudinal gradient
  • half the longitudinal gradient
  • 36. 
    Which of the following shapes is preferred in a valley curve ?

  • simple parabola
  • cubic parabola
  • spiral
  • lemniscate
  • 37. 
    The value of ruling gradient in plains as per IRC recommendation is

  • 1 in 12
  • 1 m 15
  • 1 in 20
  • 1 in 30
  • 38. 
    In case of summit curves, the deviation angle will be maximum when

  • an ascending gradient meets with another ascending gradient
  • an ascending gradient meets with a descending gradient
  • a descending gradient meets with another descending gradient
  • an ascending gradient meets with a level surface
  • 39. 
    If the design speed is V kmph and deviation angle is N radians, then the total length of a valley curve in meters is given by the expression

  • 0.38 N V3/2
  • 0.38 (NV3)”2
  • 3.8 NV”2
  • 3.8 (NV3)”2
  • 40. 
    If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be

  • zero
  • 64m
  • 80m
  • 60m
  • 41. 
    Highway facilities are designed for

  • annual average hourly volume
  • annual average daily traffic
  • thirtieth highest hourly volume
  • peak hourly volume of the year
  • 42. 
    Enoscope is used to find

  • average speed
  • spot speed
  • space-mean speed
  • time-mean speed
  • 43. 
    For highway geometric design purposes the speed used is

  • 15th percentile
  • 50 “”percentile
  • 85th percentile
  • 98 “”percentile
  • 44. 
    Select the correct statement.

  • Traffic volume should always be more than traffic capacity.
  • Traffic capacity should always be more than traffic volume.
  • Spot speed is the average speed of a vehicle at a specified section.
  • 85th percentile speed is more than 98th percentile speed.
  • 45. 
    Length of a vehicle affects

  • width of traffic lanes
  • extra width of pavement and minimum turning radius
  • width of shoulders and parking facilities
  • clearance to be provided under structures such as overbridges, under-bridges etc.
  • 46. 
    The maximum width of a vehicle as recommended by IRC is

  • 1.85m
  • 2.44 m
  • 3.81 m
  • 4.72 m
  • 47. 
    Desire lines are plotted in

  • traffic volume studies
  • speed studies
  • accident studies
  • origin and destination studies
  • 48. 
    Which of the following methods is preferred for collecting origin and destination data for a small area like a mass business center or a large intersection ?

  • road side interview method
  • license plate method
  • return postcard method
  • home interview method
  • 49. 
    The diagram which shows the approximate path of vehicles and pedestrians involved in accidents is known as

  • spot maps
  • pie charts
  • condition diagram
  • collision diagram
  • 50. 
    With increase in speed of the traffic stream, the minimum spacing of vehicles

  • increases
  • decreases
  • first decreases and then increases after reaching a minimum value at optimum speed
  • first increases and then decreases after reaching a maximum value at optimum speed
  • 51. 
    Which of the following is known as design capacity ?

  • basic capacity
  • theoretical capacity
  • possible capacity
  • practical capacity
  • 52. 
    If the average center to center spacing of vehicles is 20 meters, then the basic capacity of a traffic lane at a speed of 50 kmph is

  • 2500 vehicles per day
  • 2000 vehicles per hour
  • 2500 vehicles per hour
  • 1000 vehicles per hour
  • 53. 
    With increase in speed of the traffic stream, the maximum capacity of the lane

  • increases
  • decreases
  • first increases and then decreases after reaching a maximum value at optimum speed
  • first decreases and then increases after reaching a minimum value at optimum speed
  • 54. 
    Equivalent factor of passenger car unit (PCU) for a passenger car as per IRC is

  • 1.0
  • 2.0
  • 0.5
  • 10
  • 55. 
    If the stopping distance and average length of a vehicle are 18 m and 6 m respectively, then the theoretical maxi¬mum capacity of a traffic lane at a speed of 10 m/sec is

  • 1500 vehicles per hour
  • 2000 vehicles per hour
  • 2500 vehicles per hour
  • 3000 vehicles per hour
  • 56. 
    Scientific planning of transportation system and mass transit facilities in cities should be based on

  • spot speed data
  • origin and destination data
  • traffic volume data
  • accident data
  • 57. 
    The diagram which shows all important physical conditions of an accident location like roadway limits, bridges, trees and all details of roadway conditions is known as

  • pie chart
  • spot maps
  • condition diagram
  • collision diagram
  • 58. 
    When the speed of traffic flow becomes zero,then

  • traffic density attains maximum value whereas traffic volume becomes zero
  • traffic density and traffic volume both attain maximum value
  • traffic density and traffic volume both become zero
  • traffic density becomes zero whereas traffic volume attains maximum value
  • 59. 
    On a right angled road intersection with two way traffic, the total number of conflict points is

  • 6
  • 11
  • 18
  • 24
  • 60. 
    The background colour of the informatory sign board is

  • red
  • yellow
  • green
  • white
  • 61. 
    Which of the following is indicated by a warning sign ?

  • level crossing
  • no parking
  • end of speed limit
  • overtaking prohibited
  • 62. 
    “Dead Slow” is a

  • regulatory sign
  • warning sign
  • informatory sign
  • none of the above
  • 63. 
    The most efficient traffic signal system is

  • simultaneous system
  • alternate system
  • flexible progressive system
  • simple progressive system
  • 64. 
    The provision of traffic signals at intersections

  • reduces right angled and rear end collisions
  • increases right angled and rear end collisions
  • reduces right angled collisions but may increase rear end collisions
  • reduces rear end collisions but may increase right angled collisions
  • 65. 
    Select the incorrect statement.

  • Stop or red time of a signal is the sum of go and clearance intervals for the cross flow.
  • Go or green time of a signal is the sum of stop and clearance intervals for the cross flow.
  • Clearance time is generally 3 to 5 seconds.
  • The cycle length is normally 40 to 60 seconds for two phase signals.
  • 66. 
    Center line markings are used

  • to designate traffic lanes
  • in roadways meant for two way traffic
  • to indicate that overtaking is not permitted
  • to designate proper lateral placement of vehicles before turning to different directions
  • 67. 
    The particular places where pedestrians are to cross the pavement are properly marked by the pavement marking known as

  • stop lines
  • turn markings
  • crosswalk lines
  • lane lines
  • 68. 
    The entrance and exit curves of a rotary have

  • equal radii and equal widths of pavement
  • equal radii but pavement width is more at entrance than at exit curve
  • equal pavement widths but radius is more at entrance curve than at exit curve
  • different radii and different widths of pavement
  • 69. 
    When two equally important roads cross roughly at right angles, the suitable shape of central island is

  • circular
  • elliptical
  • tangent
  • turbine
  • 70. 
    The maximum number of vehicles beyond which the rotary may not function efficiently is

  • 500 vehicles per hour
  • 500 vehicles per day
  • 5000 vehicles per hour
  • 5000 vehicles per day
  • 71. 
    A traffic rotary is justified where

  • number of intersecting roads is between 4 and 7
  • space is limited and costly
  • when traffic volume is less than 500 vehicles per hour
  • when traffic volume is more than 5000 vehicles per hour
  • 72. 
    When a number of roads are meeting at a point and only one of the roads is important, then the suitable shape of rotary is

  • circular
  • tangent
  • elliptical
  • turbine
  • 73. 
    Maximum number of vehicles can be parked with

  • parallel parking
  • 30° angle parking
  • 45° angle parking
  • 90° angle parking
  • 74. 
    When the width of kerb parking space and width of street are limited, generally preferred parking system is

  • parallel parking
  • 45° angle parking
  • 65° angle parking
  • 90° angle parking
  • 75. 
    As per IRC recommendations, the average level of illumination on important roads carrying fast traffic is

  • 10 lux
  • 15 lux
  • 20 lux
  • 30 lux
  • 76. 
    The most economical lighting layout which is suitable for narrow roads is

  • single side lighting
  • staggered system
  • central lighting system
  • none of the above
  • 77. 
    The direct interchange ramp involves

  • diverging to the right side and merging from left
  • diverging to the left side and merging from right
  • diverging to the right side and merging from right
  • diverging to the left side and merging from left
  • 78. 
    In soils having same values of plasticity index, if liquid limit is increased, then

  • compressibility and permeability decrease and dry strength increases
  • compressibility, permeability and dry strength decrease
  • compressibility, permeability and dry strength increase
  • compressibility and permeability increase and dry strength decreases
  • 79. 
    Which of the following tests measures the toughness of road aggregates ?

  • crushing strength test
  • abrasion test
  • impact test
  • shape test
  • 80. 
    Los Angeles testing machine is used to conduct

  • abrasion test
  • impact test
  • attrition test
  • crushing strength test
  • 81. 
    In CBR test the value of CBR is calculated at

  • 2.5 mm penetration only
  • 5.0 mm penetration only
  • 7.5 mm penetration only
  • both 2.5mm and 5.0 mm penetrations
  • 82. 
    If aggregate impact value is 20 to 30 percent, then it is classified as

  • exceptionally strong
  • strong
  • satisfactory for road surfacing
  • unsuitable for road surfacing
  • 83. 
    The maximum allowable Los Angeles abrasion value for high quality surface course is

  • 10%
  • 20 %
  • 30%
  • 45 %
  • 84. 
    Percentage of free carbon in bitumen is

  • more than that in tar
  • less than that in tar
  • equal to that in tar
  • none of the above
  • 85. 
    The ductility value of bitumen for suitability in road construction should not be less than

  • 30 cm
  • 40 cm
  • 50 cm
  • 60 cm
  • 86. 
    The maximum limit of water absorption for aggregate suitable for road construction is

  • 0.4 %
  • 0.6%
  • 0.8 %
  • 1.0 %
  • 87. 
    Which of the following represents hardest grade of bitumen ?

  • 30/40
  • 60/70
  • 80/100
  • 100/120
  • 88. 
    Penetration test on bitumen is used for determining its

  • grade
  • viscosity
  • ductility
  • temperature susceptibility
  • 89. 
    Bitumen of grade 80/100 means

  • its penetration value is 8 mm
  • its penetration value is 10 mm
  • its penetration value is 8 to 10 mm
  • its penetration value is 8 to 10 cm
  • 90. 
    RC-2, MC-2 and SC-2 correspond to

  • same viscosity
  • viscosity in increasing order from RC-2 to SC-2
  • viscosity in decreasing order from RC-2 to SC-2
  • none of the above
  • 91. 
    The recommended grade of tar for grouting purpose is

  • RT-1
  • RT-2
  • RT.3
  • RT-5
  • 92. 
    Softening point of bitumen to be used for read construction at a place where maximum temperature is 40° C should be

  • less-than 40°C
  • greater than 40°C
  • equal to 40°C
  • none of the above
  • 93. 
    For rapid curing cutbacks, the oil used is

  • gasoline
  • kerosene oil
  • light diesel
  • heavy diesel
  • 94. 
    The method of design of flexible pavement as recommended by IRC is

  • group index method
  • CBR method
  • Westergaard method
  • Benkelman beam method
  • 95. 
    The group index for a soil, whose liquid limit is 40 percent, plasticity index is 10 percent and percentage passing 75 micron IS sieve is 35, is

  • 0
  • 3
  • 5
  • 7
  • 96. 
    Bottom most layer of pavement is known as

  • wearing course
  • base course
  • sub-base course
  • subgrade
  • 97. 
    Flexible pavement distribute the wheel load

  • directly to subgrade
  • through structural action
  • through a set of layers to the subgrade
  • none of the above
  • 98. 
    The number of repetitions, which the pavement thickness designed for a given wheel load should be able to support during the life of pavement is

  • 1000
  • 10000
  • 100000
  • 1000000
  • 99. 
    . Group index method of design of flexible pavement is

  • a theoretical method
  • an empirical method based on physical properties of subgrade soil
  • an empirical method based on strength characteristics of subgrade soil
  • a semi empirical method
  • 100. 
    . Select the correct statement.

  • More the value of group index, less thickness of pavement will be required.
  • More the value of CBR, greater thickness of pavement will be required.
  • Minimum and maximum values of group index can be 0 and 20 respectively.
  • all of the above
  • 101. 
    . If the group index value of subgrade is between 5 and 9, then the subgrade is treated as

  • good
  • fair
  • poor
  • very poor
  • 102. 
    . Tyre pressure influences the

  • total depth of pavement
  • quality of surface course
  • both the above
  • none of the above
  • 103. 
    . Rigidity factor for a tyre pressure greater than 7 kg/cm2 is

  • equal to 1
  • less than 1
  • greater than 1
  • zero
  • 104. 
    . The critical combination of stresses for corner region in cement concrete roads is

  • load stress + warping stress frictional stress
  • load stress + warping stress + frictional stress
  • load stress + warping stress
  • load stress + frictional stress
  • 105. 
    . Tie bars in cement concrete pavements are at

  • expansion joints
  • contraction joints
  • warping joints
  • longitudinal joints
  • 106. 
    . The maximum spacing of contraction joints in rigid pavements is

  • 2.5 m
  • 3.5 m
  • 4.5 m
  • 5.5m
  • 107. 
    . The maximum thickness of expansion joint in rigid pavements is

  • 0
  • 25 mm
  • 50 mm
  • 100 mm
  • 108. 
    . The function of an expansion joint in rigid pavements is to

  • relieve warping stresses
  • relieve shrinkage stresses
  • resist stresses due to expansion
  • allow free expansion
  • 109. 
    . The fundamental factor in the selection of pavement type is

  • climatic condition
  • type and intensity of traffic
  • subgrade soil and drainage conditions
  • availability of funds for the construction project
  • 110. 
    . Most suitable material for highway embankments is

  • granular soil
  • organic soil
  • silts
  • clays
  • 111. 
    . Maximum daily traffic capacity of bituminous pavements is

  • 500 tonnes per day
  • 1000 tonnes per day
  • 1500 tonnes per day
  • 2000 tonnes per day
  • 112. 
    . The most suitable equipment for compacting clayey soils is a

  • smooth wheeled roller
  • pneumatic tyred roller
  • sheep foot roller
  • vibrator
  • 113. 
    . The aggregates required for one kilometer length of water bound macadam road per meter width and for 10 mm thickness is

  • 8 cubic meter
  • 10 cubic meter
  • 12 cubic meter
  • 15 cubic meter
  • 114. 
    . The camber of shoulders in water bound macadam roads is

  • equal to the cross slope of pavement
  • less than the cross slope of pavement
  • greater than the cross slope of pavement
  • zero
  • 115. 
    . The binder normally used in flexible pavement construction is

  • cement
  • lime
  • bitumen
  • none of the above
  • 116. 
    . In highway construction, rolling starts from

  • sides and proceed to centre
  • centre and proceed to sides
  • one side and proceed to other side
  • any of the above
  • 117. 
    . For the construction of water bound macadam roads, the correct sequence of operations after spreading coarse aggregates is

  • dry rolling, wet rolling, application of screening and application of filler
  • dry rolling, application of filler, wet rolling and application of screening
  • dry rolling, application of screening, wet rolling and application of filler
  • dry rolling, application of screening, application of filler and wet rolling
  • 118. 
    . In the penetration macadam construction, the bitumen is

  • sprayed after the aggregates are spread and compacted
  • premixed with aggregates and then spread
  • sprayed before the aggregates are spread and compacted
  • none of the above
  • 119. 
    . When the bituminous surfacing is done on already existing black top road or over existing cement concrete road, the type of treatment to be given is

  • seal coat
  • tack coat
  • prime coat
  • spray of emulsion
  • 120. 
    . Which of the following premix methods is used for base course ?

  • bituminous carpet
  • mastic asphalt
  • sheet asphalt
  • bituminous bound macadam
  • 121. 
    . Select the correct statement.

  • Quantity of binder required for tack coat is less than that required for prime coat.
  • Prime coat treatment is given for plugging the voids in water bound macadam during bituminous road construction.
  • Seal coat is the final coat over certain previous bituminous pavements.
  • A bitumen primer is a high viscosity cutback.
  • 122. 
    . The suitable surfacing material for a bridge deck slab is

  • sheet asphalt
  • bituminous carpet
  • mastic asphalt
  • rolled asphalt
  • 123. 
    . Which of the following is considered to be the highest quality construction in the group of black top pavements ?

  • mastic asphalt
  • sheet asphalt
  • bituminous carpet
  • bituminous concrete
  • 124. 
    . The thickness of bituminous carpet varies from

  • 20 to 25 mm
  • 50 to 75 mm
  • 75 to 100 mm
  • 100 to 120 mm
  • 125. 
    . Which of the following represents a carpet of sand-bitumen mix without coarse aggregates ?

  • mastic asphalt
  • sheet asphalt
  • bituminous carpet
  • bituminous concrete
  • 126. 
    . In highway construction on super elevated curves, the rolling shall proceed from

  • sides towards the centre
  • centre towards the sides
  • lower edge towards the upper edge
  • upper edge towards the lower edge
  • 127. 
    . The camber for hill roads in case of bituminous surfacing is adopted as

  • 2%
  • 2.5%
  • 3%
  • 4%
  • 128. 
    . The minimum design speed for hairpin bends in hill roads is taken as

  • 20 kmph
  • 30 kmph
  • 40 kmph
  • 50 kmph
  • 129. 
    . The drain which is provided parallel to roadway to intercept and divert the water from hill slopes is known as

  • sloping drain
  • catchwater drain
  • side drain
  • cross drain
  • 130. 
    . The walls which are necessary on the hill side of roadway where earth has to be retained from slipping is known as

  • retaining wall
  • breast wall
  • parapet wall
  • none of the above
  • 131. 
    . In hill roads the side drains arc provided

  • only on the hill side of road
  • only on the opposite side of hill
  • on both sides of road
  • none of the above
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