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Highway Engineering Lab VIVA Questions and Answers

1. Define Highway Engineering?
Highway engineering is an engineering discipline branching from civil engineering that involves the planning, design, construction, operation, and maintenance of roads, bridges, and tunnels to ensure safe and effective transportation of people and goods.


2. What Is The History Of Highway Engineering?
History of highway engineering : The history of highway enginnering gives us an idea about the roads of ancient times. Roads in Rome were constructed in a large scale and it radiated in many directions helping them in military operations. Thus they are considered to be pioneers in road construction. In this section we will see in detail about Ancient roads, Roman roads, British roads, French roads etc.

3. Explain About Ancient Roads?
Ancient Roads :  The first mode of transport was by foot. These human pathways would have been developed for specific purposes leading to camp sites, food, streams for drinking water etc. The next major mode of transport was the use of animals for transporting both men and materials. Since these loaded animals required more horizontal and vertical clearances than the walking man, track ways emerged. The invention of wheel in Mesopotamian civilization led to the development of animal drawn vehicles. Then it became necessary that the road surface should be capable of carrying greater loads.
Thus roads with harder surfaces emerged. To provide adequate strength to carry the wheels, the new ways tended to follow the sunny drier side of a path. These have led to the development of foot-paths. After the invention of wheel, animal drawn vehicles were developed and the need for hard surface road emerged. Traces of such hard roads were obtained from various ancient civilization dated as old as 3500 BC. The earliest authentic record of road was found from Assyrian empire constructed about 1900 BC.
Highway Engineering Interview Questions


4. Explain Roman Roads?
The earliest large scale road construction is attributed to Romans who constructed an extensive system of roads radiating in many directions from Rome. They were a remarkable achievement and provided travel times across Europe, Asia minor, and north Africa. Romans recognized that the fundamentals of good road construction were to provide good drainage, good material and good workmanship. Their roads were very durable, and some are still existing. Roman roads were always constructed on a firm - formed subgrade strengthened where necessary with wooden piles.

The roads were bordered on both sides by longitudinal drains. The next step was the construction of the agger. This was a raised formation up to a 1 meter high and 15 m wide and was constructed with materials excavated during the side drain construction. This was then topped with a sand leveling course. The agger contributed greatly to moisture control in the pavement. The pavement structure on the top of the agger varied greatly. In the case of heavy traffic, a surface course of large 250 mm thick hexagonal flag stones were provided. A typical cross section of roman road is given in Figure 1 The main features of the Roman roads are that they were built straight regardless of gradient and used heavy foundation stones at the bottom. They mixed lime and volcanic puzzolana to make mortar and they added gravel to this mortar to make concrete. Thus concrete was a major Roman road making innovation.

5. Explain French Roads?
The next major development in the road construction occurred during the regime of Napoleon. The significant contributions were given by Tresaguet in 1764 and a typical cross section of this road is given in Figure 1. He developed a cheaper method of construction than the lavish and locally unsuccessful revival of Roman practice.

The pavement used 200 mm pieces of quarried stone of a more compact form and shaped such that they had at least one flat side which was placed on a compact formation. Smaller pieces of broken stones were then compacted into the spaces between larger stones to provide a level surface. Finally the running layer was made with a layer of 25 mm sized broken stone. All this structure was placed in a trench in order to keep the running surface level with the surrounding country side.

This created major drainage problems which were counteracted by making the surface as impervious as possible, cambering the surface and providing deep side ditches. He gave much importance for drainage. He also enunciated the necessity for continuous organized maintenance, instead of intermittent repairs if the roads were to be kept usable all times. For this he divided the roads between villages into sections of such length that an entire road could be covered by maintenance men living nearby.

6. Explain British Roads?
The British government also gave importance to road construction. The British engineer John Macadam introduced what can be considered as the first scientific road construction method. Stone size was an important element of Macadam recipe. By empirical observation of many roads,he came to realize that 250 mm layers of well compacted broken angular stone would provide the same strength and stiffness and a better running surface than an expensive pavement founded on large stone blocks. Thus he introduced an economical method of road construction.

The mechanical interlock between the individual stone pieces provided strength and stiffness to the course. But the inter particle friction abraded the sharp interlocking faces and partly destroy the effectiveness of the course. This effect was overcome by introducing good quality interstitial finer material to produce a well-graded mix. Such mixes also proved less permeable and easier to compact.

7. Explain Modern Roads?
The modern roads by and large follow Macadam's construction method. Use of bituminous concrete and cement concrete are the most important developments. Various advanced and cost-effective construction technologies are used. Development of new equipments help in the faster construction of roads. Many easily and locally available materials are tested in the laboratories and then implemented on roads for making economical and durable pavements.

Scope of transportation system has developed very largely. Population of the country is increasing day by day. The life style of people began to change. The need for travel to various places at faster speeds also increased. This increasing demand led to the emergence of other modes of transportation like railways and travel by air. While the above development in public transport sector was taking place,the development in private transport was at a much faster rate mainly because of its advantages like accessibility, privacy, flexibility, convenience and comfort.

This led to the increase in vehicular traffic especially in private transport network. Thus road space available was becoming insufficient to meet the growing demand of traffic and congestion started. In addition, chances for accidents also increased. This has led to the increased attention towards control of vehicles so that the transport infrastructure was optimally used. Various control measures like traffic signals, providing roundabouts and medians, limiting the speed of vehicle at specific zones etc. were implemented.

With the advancement of better roads and efficient control, more and more investments were made in the road sector especially after the World wars. These were large projects requiring large investment. For optimal utilization of funds, one should know the travel pattern and travel behavior. This has led to the emergence of transportation planning and demand management.

8. Explain The Highway Planning In India?
Highway planning in India : Excavations in the sites of Indus valley, Mohenjo-dero and Harappan civilizations revealed the existence of planned roads in India as old as 2500-3500 BC. The Mauryan kings also built very good roads. Ancient books like Arthashastra written by Kautilya, a great administrator of the Mauryan times, contained rules for regulating traffic, depths of roads for various purposes, and punishments for obstructing traffic.
During the time of Mughal period, roads in India were greatly improved. Roads linking North-West and the Eastern areas through gangetic plains were built during this time.
After the fall of the Mughals and at the beginning of British rule, many existing roads were improved. The construction of Grand-Trunk road connecting North and South is a major contribution of the British. However, the focus was later shifted to railways, except for feeder roads to important stations.


9. Explain Jayakar Committee?
The first World war period and that immediately following it found a rapid growth in motor transport. So need for better roads became a necessity. For that, the Government of India appointed a committee called Road development Committee with Mr.M.R. Jayakar as the chairman. This committee came to be known as Jayakar committee.
Jayakar Committee  : In 1927 Jayakar committee for Indian road development was appointed. The major recommendations and the resulting implementations were:
Committee found that the road development of the country has become beyond the capacity of local governments and suggested that Central government should take the proper charge considering it as a matter of national interest.
They gave more stress on long term planning programme, for a period of 20 years (hence called twenty year plan) that is to formulate plans and implement those plans with in the next 20 years.
One of the recommendations was the holding of periodic road conferences to discuss about road construction and development. This paved the way for the establishment of a semi-official technical body called Indian Road Congress (IRC) in 1934
The committee suggested imposition of additional taxation on motor transport which includes duty on motor spirit, vehicle taxation, license fees for vehicles plying for hire. This led to the introduction of a development fund called Central road fund in 1929. This fund was intended for road development.
A dedicated research organization should be constituted to carry out research and development work. This resulted in the formation of Central Road Research Institute (CRRI) in 1950.

10. Explain About Nagpur Road Congress?
Nagpur road congress 1943 : The second World War saw a rapid growth in road traffic and this led to the deterioration in the condition of roads. To discuss about improving the condition of roads, the government convened a conference of chief engineers of provinces at Nagpur in 1943. The result of the conference is famous as the Nagpur plan.
A twenty year development programme for the period (1943-1963) was finalized. It was the first attempt to prepare a co-ordinated road development programme in a planned manner.

The roads were divided into four classes:
National highways which would pass through states, and places having national importance for strategic, administrative and other purposes.
State highways which would be the other main roads of a state.
District roads which would take traffic from the main roads to the interior of the district . According to the importance, some are considered as major district roads and the remaining as other district roads.
Village roads which would link the villages to the road system.
The committee planned to construct 2 lakh kms of road across the country within 20 years.
They recommended the construction of star and grid pattern of roads throughout the country.
One of the objective was that the road length should be increased so as to give a road density of 16kms per 100 sq.km.

11. Explain Bombay Road Congress?
The length of roads envisaged under the Nagpur plan was achieved by the end of it, but the road system was deficient in many respects. The changed economic, industrial and agricultural conditions in the country warranted a review of the Nagpur plan. Accordingly a 20-year plan was drafted by the Roads wing of Government of India, which is popularly known as the Bombay plan. The highlights of the plan were:
It was the second 20 year road plan (1961-1981)
The total road length targeted to construct was about 10 lakhs.
Rural roads were given specific attention. Scientific methods of construction was proposed for the rural roads. The necessary technical advice to the Panchayaths should be given by State PWD's.
They suggested that the length of the road should be increased so as to give a road density of 32kms/100 sq.km
The construction of 1600 km of expressways was also then included in the plan.

12. Explain Lucknow Road Congress ?
Lucknow road congress 1984 : This plan has been prepared keeping in view the growth pattern envisaged in various fields by the turn of the century. Some of the salient features of this plan are as given below:
This was the third 20 year road plan (1981-2001). It is also called Lucknow road plan.
It aimed at constructing a road length of 12 lakh kilometres by the year 1981 resulting in a road density of 82kms/100 sq.km
The plan has set the target length of NH to be completed by the end of seventh, eighth and ninth five year plan periods.
It aims at improving the transportation facilities in villages, towns etc. such that no part of country is farther than 50 km from NH.
One of the goals contained in the plan was that expressways should be constructed on major traffic corridors to provide speedy travel.
Energy conservation, environmental quality of roads and road safety measures were also given due importance in this plan.

13. What Is The Sequence Of Four Stages Of Survey In A Highway Alignment?
map study
reconnaissance
prelimi­nary survey
detailed survey

14. What Is The Effect Of Grade On Safe Overtaking Sight Distance?
To increase it on both descending and ascending grades.

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1. Nagpur road plan formulae were prepared by assuming
a) rectangular or block road pattern
b) radial or star and block road pattern
c) radial or star and circular road pattern
d) radial or star and grid road pattern
Ans: d

2. Select the correct statement.
a) Nagpur road plan formulae take into account the towns with very large population.
b) Nagpur road plan has a target road length of 32 km per 100 square km.
c) Second 20-year plan has provided 1600 km of expressways out of the proposed National highway.
d) Second 20-year plan allowed deduc-tion of length of railway track in the area while calculating the length of roads.
Ans: c

3. The sequence of four stages of survey in a highway alignment is
a) reconnaissance, map study, preli-minary survey and detailed survey
b) map study, preliminary survey, recon-naissance and detailed survey
c) map study, reconnaissance, prelimi-nary survey and detailed survey
d) preliminary survey, map study, recon-naissance and detailed survey
Ans: c
Highway Engineering Objective type Questions


4. The shape of the camber, best suited for cement concrete pavements, is
a) straight line
b) parabolic
c) elliptical
d) combination of straight and parabolic
Ans: a

5. For water bound macadam roads in locali-ties of heavy rainfall, the recommended value of camber is
a) 1 in 30
b) 1 in 36
c) 1 in 48
d) 1 in 60
Ans: b

6. The stopping sight distance depends upon
a) total reaction time of driver
b) speed of vehicle
c) efficiency of brakes
d) all of the above
Ans: d

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
a) slipping
b) skidding
c) turning
d) revolving
Ans: b

8. Coefficient of friction is less when the pavement surface is
a) rough
b) dry
c) smooth and dry
d) smooth and wet
Ans: d

9. The shoulder provided along the road edge should be
a) rougher than the traffic lanes
b) smoother than the traffic lanes
c) of same colour as that of the pave-ment
d) of very low load bearing capacity
Ans: a

10. Camber in the road is provided for
a) effective drainage
b) counteracting the centrifugal force
c) having proper sight distance
d) none of the above
Ans: a


11. Compared to a level surface, on a descending gradient the stopping sight distance is
a) less
b) more
c) same
d) dependent on the speed
Ans: b

12. On a single lane road with two way traffic, the minimum stopping sight distance is equal to
a) stopping distance
b) two times the stopping distance
c) half the stopping distance
d) three times the stopping distance
Ans: b

13. The desirable length of overtaking zone as per IRC recommendation is equal to
a) overtaking sight distance
b) two times the overtaking sight distance
c) three times the overtaking sight distance
d) five times the overtaking sight distance
Ans: d

14. Stopping sight distance is always
a) less than overtaking sight distance
b) equal to overtaking sight distance
c) more than overtaking sight distance
d) none of the above
Ans: a

15. Reaction time of a driver
a) increases with increase in speed
b) decreases with increase in speed
c) is same for all speeds
d) none of the above
Ans: b

16. If the stopping distance is 60 metres, then the minimum stopping sight distance for two lane, two way traffic is
a) 30m
b) 60m
c) 120m
d) 180m
Ans: b

17. The effect of grade on safe overtaking sight distance is
a) to increase it on descending grades and to decrease it on ascending grades
b) to decrease it on descending grades and to increase it on ascending grades
c) to increase it on both descending and ascending grades
d) to decrease it on both descending and ascending grades
Ans: c

18. The ruling design speed on a National Highway in plain terrain as per IRC recommendations is
a) 60 kmph
b) 80 kmph
c) 100 kmph
d) 120 kmph
Ans: c

19. The terrain may be classified as rolling terrain if the cross slope of land is
a) upto 10%
b) between 10% and 25%
c) between 25% and 60%
d) more than 60%
Ans: b

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
a) less than b/2h and greater than co-efficient of lateral friction
b) less than b/2h and also less than co-efficient of lateral friction
c) greater than b/2h and less than co-efficient of lateral friction
d) greater than b/2h and also greater than coefficient of lateral friction
Ans: b

21. As per IRC recommendations, the maximum limit of superelevation for mixed traffic in plain terrain is
a) 1 in 15
b) 1 in 12.5
c) 1 in 10
d) equal to camber
 Ans: a

22. For the design of superelevation for mixed traffic conditions, the speed is reduced by
a) 15%
b) 20%
c) 25%
d) 75%
Ans: c

23. On a horizontal curve if the pavement is kept horizontal across the alignment, then the pressure on the outer wheels will be
a) more  than  the  pressure  on  inner wheels
b) less than the pressure on inner wheels
c) equal to the pressure on inner wheels
d) zero
Ans: a

25. For a constant value of coefficient of lateral friction, the value of required super-elevation increases with
a) increase in both speed and radius of curve
b) decrease in both speed and radius of curve
c) increase in speed and with decrease in radius of curve
d) decrease in speed and with increase in radius of curve
Ans: d

26. To calculate the minimum value of ruling radius of horizontal curves in plains, the design speed is given by
a) 8 kmph
b) 12kmph
c) 16kmph
d) 20 kmph
Ans: c

27. The absolute minimum radius of curve for safe operation for a speed of 110 kmph is
a) 110 m
b) 220 m
c) 440 m
d) 577 m
Ans: c

28. The attainment of superelevation by rotation of pavement about the inner edge of the pavement
a) is preferable in steep terrain
b) results in balancing the earthwork
c) avoids the drainage problem in flat terrain
d) does not change the vertical align-ment of road
Ans: c

29. Select the correct statement.
a) Psychological extra widening depends on the number of traffic lanes.
b) Mechanical extra widening depends on the speed of vehicle.
c) Psychological extra widening depends on the length of wheel base.
d) Psychological extra widening depends on the speed of vehicle.
Ans: d

30. In case of hill roads, the extra widening is generally provided
a) equally on inner and outer sides of the curve
b) fully on the inner side of the curve
c) fully on the outer side of the curve
d) one-fourth on inner side and three-fourth on outer side of the curve
Ans: b

32. The transition curve used in the horizontal alignment of highways as per IRC recommendations is
a) spiral
b) lemniscate
c) cubic parabola
d) any of the above
Ans: a

33. For design, that length of transition curve should be taken which is
a) based on allowable rate of change of centrifugal acceleration
b) based on rate of change of superele-vation
c) higher of (a) and (b)
d) smaller of (a) and (b)
Ans: c

34. The maximum design gradient for vertical profile of a road is
a) ruling gradient
b) limiting gradient
c) exceptional gradient
d) minimum gradient
Ans: a

35. The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is
a) 0.1 %
b) 1 %
c) 10%
d) no compensation
Ans: d

36. If ruling gradient is I in 20 and there is also a horizontal curve of radius 76 m, then the compensated grade should be
a) 3 %
b) 4%
c) 5 %
d) 6%
Ans: b

37. The camber of road should be approximately equal to
a) longitudinal gradient
b) two times the longitudinal gradient
c) three times the longitudinal gradient
d) half the longitudinal gradient
Ans: d

38. Which of the following shapes is preferred in a valley curve ?
a) simple parabola
b) cubic parabola
c) spiral
d) lemniscate
Ans: b

39. The value of ruling gradient in plains as per IRC recommendation is
a) 1 in 12
b) 1 m 15
c) 1 in 20
d) 1 in 30
Ans: d

40. In case of summit curves, the deviation angle will be maximum when
a) an ascending gradient meets with another ascending gradient
b) an ascending gradient meets with a descending gradient
c) a descending gradient meets with another descending gradient
d) an ascending gradient meets with a level surface
Ans: b

41. If the design speed is V kmph and deviation angle is N radians, then the total length of a valley curve in metres is given by the expression
a) 0.38 N V3/2
b) 0.38 (NV3)"2
c) 3.8 NV"2
d) 3.8 (NV3)"2
Ans: b

42. 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
a) zero
b) 64m
c) 80m
d) 60m
Ans: d

43. Highway facilities are designed for
a) annual average hourly volume
b) annual average daily traffic
c) thirtieth highest hourly volume
d) peak hourly volume of the year
 Ans: c

44. Enoscope is used to find
a) average speed
b) spot speed
c) space-mean speed
d) time-mean speed
Ans: b

45. For highway geometric design purposes the speed used is
a) 15th percentile
b) 50 ""percentile
c) 85th percentile
d) 98 ""percentile
Ans: d

46. Select the correct statement.
a) Traffic volume should always be more than traffic capacity.
b) Traffic capacity should always be more than traffic volume.
c) Spot speed is the average speed of a vehicle at a specified section.
d) 85th percentile speed is more than 98th percentile speed.
Ans: b

47. Length of a vehicle affects
a) width of traffic lanes
b) extra width of pavement and minimum turning radius
c) width of shoulders and parking facilities
d) clearance to be provided under structures such as overbridges, under-bridges etc.
Ans: b

48. The maximum width of a vehicle as recommended by IRC is
a) 1.85m
b) 2.44 m
c) 3.81 m
d) 4.72 m
Ans: b

49. Desire lines are plotted in
a) traffic volume studies
b) speed studies
c) accident studies
d) origin and destination studies
Ans: d

50. Which of the following methods is preferred for collecting origin and destination data for a small area like a mass business centre or a large intersection ?
a)   road side interview method
b) license plate method
c) return postcard method
d) home interview method
Ans: b

52. The diagram which shows the approximate path of vehicles and pedestrians involved in accidents is known as
a) spot maps
b) pie charts
c) condition diagram
d) collision diagram
Ans: d

53. With increase in speed of the traffic stream, the minimum spacing of vehicles
a) increases
b) decreases
c) first decreases and then increases after reaching a minimum value at optimum speed
d) first increases and then decreases after reaching a maximum value at optimum speed
Ans: a

55. Which of the following is known as design capacity ?
a) basic capacity
b) theoretical capacity
c) possible capacity
d) practical capacity
Ans: a

56. If the average centre to centre spacing of vehicles is 20 metres, then the basic
capacity of a traffic lane at a speed of 50 kmph is
a) 2500 vehicles per day
b) 2000 vehicles per hour
c) 2500 vehicles per hour
d) 1000 vehicles per hour
Ans: c

57. With increase in speed of the traffic stream, the maximum capacity of the lane
a) increases
b) decreases
c) first increases and then decreases after reaching a maximum value at optimum speed
d) first decreases and then increases after reaching a minimum value at optimum speed
Ans: c

58. Equivalent factor of passenger car unit (PCU) for a passenger car as per IRC is
a) 1.0
b) 2.0
c) 0.5
d) 10
Ans: a

59. 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
a) 1500 vehicles per hour
b) 2000 vehicles per hour
c) 2500 vehicles per hour
d) 3000 vehicles per hour
Ans: a

60. Scientific planning of transportation system and mass transit facilities in cities should be based on
a) spot speed data
b) origin and destination data
c) traffic volume data
d) accident data
Ans: b

61. 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
a) pie chart
b) spot maps
c) condition diagram
d) collision diagram
 Ans: c

62. When the speed of traffic flow becomes zero,then
a) traffic density attains maximum value whereas traffic volume becomes zero
b) traffic density and traffic volume both attain maximum value
c) traffic density and traffic volume both become zero
d) traffic density becomes zero whereas traffic volume attains maximum value
Ans: a

63. On a right angled road intersection with two way traffic, the total number of conflict points is
a) 6
b) 11
c) 18
d) 24
Ans: d

64. The background colour of the informatory sign board is
a) red
b) yellow
c) green
d) white
Ans: b

65. Which of the following is indicated by a warning sign ?
a) level crossing
b) no parking
c) end of speed limit
d) overtaking prohibited
Ans: a

66. "Dead Slow" is a
a) regulatory sign
b) warning sign
c) informatory sign
d) none of the above
Ans: a

67. The most efficient traffic signal system is
a) simultaneous system
b) alternate system
c) flexible progressive system
d) simple progressive system
Ans: c

68. The provision of traffic signals at intersections
a) reduces right angled and rear end collisions
b) increases right angled and rear end collisions
c) reduces right angled collisions but may increase rear end collisions
d) reduces rear end collisions but may increase right angled collisions
Ans: c

69. Select the incorrect statement.
a) Stop or red time of a signal is the sum of go and clearance intervals for the cross flow.
b) Go or green time of a signal is the sum of stop and clearance intervals for the cross flow.
c) Clearance time is generally 3 to 5 seconds.
d) The cycle length is normally 40 to 60 seconds for two phase signals.
Ans: b

70. Centre line markings are used
a) to designate traffic lanes
b) in roadways meant for two way traffic
c) to indicate that overtaking is not permitted
d) to designate proper lateral placement of vehicles before turning to different directions
Ans: b

71. The particular places where pedestrians are to cross the pavement are properly marked by the pavement marking known
as
a) stop lines
b) turn markings
c) crosswalk lines
d) lane lines
Ans: c

73. The entrance and exit curves of a rotary have
a) equal radii and equal widths of pave¬ment
b) equal radii but pavement width is more at entrance than at exit curve
c) equal pavement widths but radius is more at entrance curve than at exit curve
d) different radii and different widths of pavement
Ans: d

74. When two equally important roads cross roughly at right angles, the suitable shape of central island is
a) circular
b) elliptical
c) tangent
d) turbine
Ans: a

75. The maximum number of vehicles beyond which the rotary may not function efficiently is
a) 500 vehicles per hour
b) 500 vehicles per day
c) 5000 vehicles per hour
d) 5000 vehicles per day
Ans: c

76. A traffic rotary is justified where
a) number of intersecting roads is between 4 and 7
b) space is limited and costly
c) when traffic volume is less than 500 vehicles per hour
d) when traffic volume is more than 5000 vehicles per hour
Ans: a

77. 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
a) circular
b) tangent
c) elliptical
d) turbine
Ans: b

78. Maximum number of vehicles can be parked with
a) parallel parking
b) 30° angle parking
c) 45° angle parking
d) 90° angle parking
Ans: d

79. When the width of kerb parking space and width of street are limited, generally preferred parking system is
a) parallel parking
b) 45° angle parking
c) 65° angle parking
d) 90° angle parking
Ans: a

80. As per IRC recommendations, the average level of illumination on important roads carrying fast traffic is
a) 10 lux
b) 15 lux
c) 20 lux
d) 30 lux
Ans: d

81. The most economical lighting layout which is suitable for narrow roads is
a) single side lighting
b) staggered system
c) central lighting system
d) none of the above
Ans: a

82. The direct interchange ramp involves
a) diverging to the right side and merging from left
b) diverging to the left side and merging from right
c) diverging to the right side and merging from right
d) diverging to the left side and merging from left
Ans: c

83. In soils having same values of plasticity index, if liquid limit is increased, then
a) compressibility and permeability decrease and dry strength increases
b) compressibility, permeability and dry strength decrease
c) compressibility, permeability and dry strength increase
d) compressibility and permeability increase and dry strength decreases
Ans: d

84. Which of the following tests measures the toughness of road aggregates ?
a) crushing strength test
b) abrasion test
c) impact test
d) shape test
Ans: c

85. Los Angeles testing machine is used to conduct
a) abrasion test
b) impact test
c) attrition test
d) crushing strength test
Ans: a

87. In CBR test the value of CBR is calculated at
a) 2.5 mm penetration only
b) 5.0 mm penetration only
c) 7.5 mm penetration only
d) both   2.5~mm and 5.0 mm penetrations
Ans: d

88. If aggregate impact value is 20 to 30 percent, then it is classified as
a) exceptionally strong
b) strong
c) satisfactory for road surfacing
d) unsuitable for road surfacing
Ans: c

89. The maximum allowable Los Angeles abrasion value for high quality surface course is
a) 10%
b) 20 %
c) 30%
d) 45 %
Ans: c

90. Percentage of free carbon in bitumen is
a) more than that in tar
b) less than that in tar
c) equal to that in tar
d) none of the above
Ans: b

91. The ductility value of bitumen for suitability in road construction should not be less than
a) 30 cm
b) 40 cm
c) 50 cm
d) 60 cm
 Ans: c

92. The maximum limit of water absorption for aggregate suitable for road construction is
a) 0.4 %
b) 0.6%
c) 0.8 %
d) 1.0 %
Ans: b

93. Which of the following represents hardest grade of bitumen ?
a) 30/40
b) 60/70
c) 80/100
d) 100/120
Ans: a

94. Penetration test on bitumen is used for determining its
a) grade
b) viscosity
c) ductility
d) temperature susceptibility
Ans: a

95. Bitumen of grade 80/100 means
a) its penetration value is 8 mm
b) its penetration value is 10 mm
c) its penetration value is 8 to 10 mm
d) its penetration value is 8 to 10 cm
Ans: c

96. RC-2, MC-2 and SC-2 correspond to
a) same viscosity
b) viscosity  in  increasing  order from RC-2 to SC-2
c) viscosity in decreasing order from RC-2 to SC-2
d) none of the above
Ans: a

97. The recommended grade of tar for grouting purpose is
a) RT-1
b) RT-2
c) RT.3
d) RT-5
Ans: d

98. Softening point of bitumen to be used for read construction at a place where maximum temperature is 40° C should be
a) less-than 40°C
b) greater than 40°C
c) equal to 40°C
d) none of the above
 Ans: b

99. For rapid curing cutbacks, the oil used is
a) gasoline
b) kerosene oil
c) light diesel
d) heavy diesel
Ans: a

100. The method of design of flexible pavement as recommended by IRC is
a) group index method
b) CBR method
c) Westergaard method
d) Benkelman beam method
Ans: b

101. 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
a) 0
b) 3
c) 5
d) 7
Ans: a

102. Bottom most layer of pavement is known as
a) wearing course
b) base course
c) sub-base course
d) subgrade
Ans: d

103. Flexible pavement distribute the wheel load
a) directly to subgrade
b) through structural action
c) through a set of layers to the subgrade
d) none of the above
Ans: c

104. 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
a) 1000
b) 10000
c) 100000
d) 1000000
Ans: d

105. Group index method of design of flexible pavement is
a) a theoretical method
b) an empirical method based on physi-cal properties of subgrade soil
c) an empirical method based on strength characteristics of subgrade soil
d) a semi empirical method
Ans: b

106. Select the correct statement.
a) More the value of group index, less thickness of pavement will be required.
b) More the value of CBR, greater thick-ness of pavement will be required.
c) Minimum and maximum values of group index can be 0 and 20 respec-tively.
d) all of the above
Ans: c

107. If the group index value of subgrade is between 5 and 9, then the subgrade is treated as
a) good
b) fair
c) poor
d) very poor
Ans: c

108. Tyre pressure influences the
a) total depth of pavement
b) quality of surface course
c) both the above
d) none of the above
Ans: b

109. Rigidity factor for a tyre pressure greater than 7 kg/cm2 is
a) equal to 1
b) less than 1
c) greater than 1
d) zero
Ans: b


115. The critical combination of stresses for corner region in cement concrete roads is
a) load stress + warping stress frictional stress
b) load stress + warping stress + frictional stress
c) load stress + warping stress
d) load stress + frictional stress
Ans: c

116. Tie bars in cement concrete pavements are at
a) expansion joints
b) contraction joints
c) warping joints
d) longitudinal joints
Ans: d

117. The maximum spacing of contraction joints in rigid pavements is
a) 2.5 m
b) 3.5 m
c) 4.5 m
d) 5.5m
Ans: c

118. The maximum thickness of expansion joint in rigid pavements is
a) 0
b) 25 mm
c) 50 mm
d) 100 mm
Ans: b

119. The function of an expansion joint in rigid pavements is to
a) relieve warping stresses
b) relieve shrinkage stresses
c) resist stresses due to expansion
d) allow free expansion
Ans: d

121. The fundamental factor in the selection of pavement type is
a) climatic condition
b) type and intensity of traffic
c) subgrade soil and drainage conditions
d) availability of funds for the construc-tion project
Ans: b

122. Most suitable material for highway embankments is
a) granular soil
b) organic soil
c) silts
d) clays
Ans: a

123. Maximum daily traffic capacity of bituminous pavements is
a) 500 tonnes per day
b) 1000 tonnes per day
c) 1500 tonnes per day
d) 2000 tonnes per day
Ans: c

124. The most suitable equipment for compacting clayey soils is a
a) smooth wheeled roller
b) pneumatic tyred roller
c) sheep foot roller
d) vibrator
Ans: c

125. The aggregates required for one kilometre length of water bound macadam road per metre width and for 10 mm thickness is
a) 8 cubic metre
b) 10 cubic metre
c) 12 cubic metre
d) 15 cubic metre
Ans: c

126. The camber of shoulders in water bound macadam roads is
a) equal to the cross slope of pavement
b) less than the cross slope of pavement
c) greater than the cross slope of pavement
d) zero
Ans: a

127. The binder normally used in flexible pavement construction is
a) cement
b) lime
c) bitumen
d) none of the above
Ans: c

128. In highway construction, rolling starts from
a) sides and proceed to centre
b) centre and proceed to sides
c) one side and proceed to other side
d) any of the above
Ans: a

129. For the construction of water bound macadam roads, the correct sequence of operations after spreading coarse aggregates is
a) dry rolling, wet rolling, application of screening and application of filler
b) dry rolling, application of filler, wet rolling and application of screening
c) dry rolling, application of screening, wet rolling and application of filler
d) dry rolling, application of screening, application of filler and wet rolling
Ans: c

130. In the penetration macadam construction, the bitumen is
a) sprayed after the aggregates are spread and compacted
b) premixed with aggregates and then spread
c) sprayed before  the  aggregates  are spread and compacted
d) none of the above
Ans: a

131. 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
a) seal coat
b) tack coat
c) prime coat
d) spray of emulsion
Ans: b

132. Which of the following premix methods is used for base course ?
a) bituminous carpet
b) mastic asphalt
c) sheet asphalt
d) bituminous bound macadam
 Ans: d

133. Select the correct statement.
a) Quantity of binder required for tack coat is less than that required for prime coat.
b) Prime coat treatment is given for plugging the voids in water bound macadam during bituminous road construction.
c) Seal coat is the final coat over certain pervious bituminous pavements.
d) A bitumen primer is a high viscosity cutback.
Ans: d

134. The suitable surfacing material for a bridge deck slab is
a) sheet asphalt
b) bituminous carpet
c) mastic asphalt
d) rolled asphalt
Ans: c

135. Which of the follow ing is considered to be the highest quality construction in the group of black top pavements ?
a) mastic asphalt
b) sheet asphalt
c) bituminous carpet
d) bituminous concrete
Ans: d

136. The thickness of bituminous carpet varies from
a) 20 to 25 mm
b) 50 to 75 mm
c) 75 to 100 mm
d) 100 to 120 mm
Ans: a

137. Which of the following represents a carpet of sand-bitumen mix without coarse aggregates ?
a) mastic asphalt
b) sheet asphalt
c) bituminous carpet
d) bituminous concrete
Ans: b

138. In highway construction on superelevated curves, the rolling shall proceed from
a) sides towards the centre
b) centre towards the sides
c) lower edge towards the upper edge
d) upper edge towards the lower edge
Ans: c

144. The camber for hill roads in case of bituminous surfacing is adopted as
a) 2%
b) 2.5%
c) 3%
d) 4%
Ans: b

146.   The minimum design speed for hairpin bends in hill roads is taken as
a) 20 kmph
b) 30 kmph
c) 40 kmph
d) 50 kmph
Ans: a

147.    The drain which is provided parallel to roadway to intercept and divert the water from hill slopes is known as
a) sloping drain
b) catchwater drain
c) side drain
d) cross drain
Ans: b

148.    The walls which are necessary on the hill side of roadway where earth has to be retained from slipping is known as
a) retaining wall
b) breast wall
c) parapet wall
d) none of the above
Ans: b

149.    In hill roads the side drains arc provided
a) only on the hill side of road
b) only on the opposite side of hill
c) on both sides of road
d) none of the above
Ans: a


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1. Define Highway Engineering?
Highway engineering is an engineering discipline branching from civil engineering that involves the planning, design, construction, operation, and maintenance of roads, bridges, and tunnels to ensure safe and effective transportation of people and goods.

2. What Is The History Of Highway Engineering?
History of highway engineering : The history of highway enginnering gives us an idea about the roads of ancient times. Roads in Rome were constructed in a large scale and it radiated in many directions helping them in military operations. Thus they are considered to be pioneers in road construction. In this section we will see in detail about Ancient roads, Roman roads, British roads, French roads etc.
Highway Engineering VIVA Questions

3. Explain About Ancient Roads?
Ancient Roads :  The first mode of transport was by foot. These human pathways would have been developed for specific purposes leading to camp sites, food, streams for drinking water etc. The next major mode of transport was the use of animals for transporting both men and materials. Since these loaded animals required more horizontal and vertical clearances than the walking man, track ways emerged. The invention of wheel in Mesopotamian civilization led to the development of animal drawn vehicles. Then it became necessary that the road surface should be capable of carrying greater loads.
Thus roads with harder surfaces emerged. To provide adequate strength to carry the wheels, the new ways tended to follow the sunny drier side of a path. These have led to the development of foot-paths. After the invention of wheel, animal drawn vehicles were developed and the need for hard surface road emerged. Traces of such hard roads were obtained from various ancient civilization dated as old as 3500 BC. The earliest authentic record of road was found from Assyrian empire constructed about 1900 BC.

4. Explain Roman Roads?
The earliest large scale road construction is attributed to Romans who constructed an extensive system of roads radiating in many directions from Rome. They were a remarkable achievement and provided travel times across Europe, Asia minor, and north Africa. Romans recognized that the fundamentals of good road construction were to provide good drainage, good material and good workmanship. Their roads were very durable, and some are still existing. Roman roads were always constructed on a firm - formed subgrade strengthened where necessary with wooden piles.

The roads were bordered on both sides by longitudinal drains. The next step was the construction of the agger. This was a raised formation up to a 1 meter high and 15 m wide and was constructed with materials excavated during the side drain construction. This was then topped with a sand leveling course. The agger contributed greatly to moisture control in the pavement. The pavement structure on the top of the agger varied greatly. In the case of heavy traffic, a surface course of large 250 mm thick hexagonal flag stones were provided. A typical cross section of roman road is given in Figure 1 The main features of the Roman roads are that they were built straight regardless of gradient and used heavy foundation stones at the bottom. They mixed lime and volcanic puzzolana to make mortar and they added gravel to this mortar to make concrete. Thus concrete was a major Roman road making innovation.

5. Explain French Roads?
The next major development in the road construction occurred during the regime of Napoleon. The significant contributions were given by Tresaguet in 1764 and a typical cross section of this road is given in Figure 1. He developed a cheaper method of construction than the lavish and locally unsuccessful revival of Roman practice.

The pavement used 200 mm pieces of quarried stone of a more compact form and shaped such that they had at least one flat side which was placed on a compact formation. Smaller pieces of broken stones were then compacted into the spaces between larger stones to provide a level surface. Finally the running layer was made with a layer of 25 mm sized broken stone. All this structure was placed in a trench in order to keep the running surface level with the surrounding country side.

This created major drainage problems which were counteracted by making the surface as impervious as possible, cambering the surface and providing deep side ditches. He gave much importance for drainage. He also enunciated the necessity for continuous organized maintenance, instead of intermittent repairs if the roads were to be kept usable all times. For this he divided the roads between villages into sections of such length that an entire road could be covered by maintenance men living nearby.

6. Explain British Roads?
The British government also gave importance to road construction. The British engineer John Macadam introduced what can be considered as the first scientific road construction method. Stone size was an important element of Macadam recipe. By empirical observation of many roads,he came to realize that 250 mm layers of well compacted broken angular stone would provide the same strength and stiffness and a better running surface than an expensive pavement founded on large stone blocks. Thus he introduced an economical method of road construction.

The mechanical interlock between the individual stone pieces provided strength and stiffness to the course. But the inter particle friction abraded the sharp interlocking faces and partly destroy the effectiveness of the course. This effect was overcome by introducing good quality interstitial finer material to produce a well-graded mix. Such mixes also proved less permeable and easier to compact.

7. Explain Modern Roads?
The modern roads by and large follow Macadam's construction method. Use of bituminous concrete and cement concrete are the most important developments. Various advanced and cost-effective construction technologies are used. Development of new equipments help in the faster construction of roads. Many easily and locally available materials are tested in the laboratories and then implemented on roads for making economical and durable pavements.

Scope of transportation system has developed very largely. Population of the country is increasing day by day. The life style of people began to change. The need for travel to various places at faster speeds also increased. This increasing demand led to the emergence of other modes of transportation like railways and travel by air. While the above development in public transport sector was taking place,the development in private transport was at a much faster rate mainly because of its advantages like accessibility, privacy, flexibility, convenience and comfort.

This led to the increase in vehicular traffic especially in private transport network. Thus road space available was becoming insufficient to meet the growing demand of traffic and congestion started. In addition, chances for accidents also increased. This has led to the increased attention towards control of vehicles so that the transport infrastructure was optimally used. Various control measures like traffic signals, providing roundabouts and medians, limiting the speed of vehicle at specific zones etc. were implemented.

With the advancement of better roads and efficient control, more and more investments were made in the road sector especially after the World wars. These were large projects requiring large investment. For optimal utilization of funds, one should know the travel pattern and travel behavior. This has led to the emergence of transportation planning and demand management.

8. Explain The Highway Planning In India?
Highway planning in India : Excavations in the sites of Indus valley, Mohenjo-dero and Harappan civilizations revealed the existence of planned roads in India as old as 2500-3500 BC. The Mauryan kings also built very good roads. Ancient books like Arthashastra written by Kautilya, a great administrator of the Mauryan times, contained rules for regulating traffic, depths of roads for various purposes, and punishments for obstructing traffic.
During the time of Mughal period, roads in India were greatly improved. Roads linking North-West and the Eastern areas through gangetic plains were built during this time.
After the fall of the Mughals and at the beginning of British rule, many existing roads were improved. The construction of Grand-Trunk road connecting North and South is a major contribution of the British. However, the focus was later shifted to railways, except for feeder roads to important stations.

9. Explain Jayakar Committee?
The first World war period and that immediately following it found a rapid growth in motor transport. So need for better roads became a necessity. For that, the Government of India appointed a committee called Road development Committee with Mr.M.R. Jayakar as the chairman. This committee came to be known as Jayakar committee.
Jayakar Committee  : In 1927 Jayakar committee for Indian road development was appointed. The major recommendations and the resulting implementations were:
Committee found that the road development of the country has become beyond the capacity of local governments and suggested that Central government should take the proper charge considering it as a matter of national interest.
They gave more stress on long term planning programme, for a period of 20 years (hence called twenty year plan) that is to formulate plans and implement those plans with in the next 20 years.
One of the recommendations was the holding of periodic road conferences to discuss about road construction and development. This paved the way for the establishment of a semi-official technical body called Indian Road Congress (IRC) in 1934
The committee suggested imposition of additional taxation on motor transport which includes duty on motor spirit, vehicle taxation, license fees for vehicles plying for hire. This led to the introduction of a development fund called Central road fund in 1929. This fund was intended for road development.
A dedicated research organization should be constituted to carry out research and development work. This resulted in the formation of Central Road Research Institute (CRRI) in 1950.

10. Explain About Nagpur Road Congress?
Nagpur road congress 1943 : The second World War saw a rapid growth in road traffic and this led to the deterioration in the condition of roads. To discuss about improving the condition of roads, the government convened a conference of chief engineers of provinces at Nagpur in 1943. The result of the conference is famous as the Nagpur plan.
A twenty year development programme for the period (1943-1963) was finalized. It was the first attempt to prepare a co-ordinated road development programme in a planned manner.

The roads were divided into four classes:
National highways which would pass through states, and places having national importance for strategic, administrative and other purposes.
State highways which would be the other main roads of a state.
District roads which would take traffic from the main roads to the interior of the district . According to the importance, some are considered as major district roads and the remaining as other district roads.
Village roads which would link the villages to the road system.
The committee planned to construct 2 lakh kms of road across the country within 20 years.
They recommended the construction of star and grid pattern of roads throughout the country.
One of the objective was that the road length should be increased so as to give a road density of 16kms per 100 sq.km.

11. Explain Bombay Road Congress?
The length of roads envisaged under the Nagpur plan was achieved by the end of it, but the road system was deficient in many respects. The changed economic, industrial and agricultural conditions in the country warranted a review of the Nagpur plan. Accordingly a 20-year plan was drafted by the Roads wing of Government of India, which is popularly known as the Bombay plan. The highlights of the plan were:
It was the second 20 year road plan (1961-1981)
The total road length targeted to construct was about 10 lakhs.
Rural roads were given specific attention. Scientific methods of construction was proposed for the rural roads. The necessary technical advice to the Panchayaths should be given by State PWD's.
They suggested that the length of the road should be increased so as to give a road density of 32kms/100 sq.km
The construction of 1600 km of expressways was also then included in the plan.

12. Explain Lucknow Road Congress ?
Lucknow road congress 1984 : This plan has been prepared keeping in view the growth pattern envisaged in various fields by the turn of the century. Some of the salient features of this plan are as given below:
This was the third 20 year road plan (1981-2001). It is also called Lucknow road plan.
It aimed at constructing a road length of 12 lakh kilometres by the year 1981 resulting in a road density of 82kms/100 sq.km
The plan has set the target length of NH to be completed by the end of seventh, eighth and ninth five year plan periods.
It aims at improving the transportation facilities in villages, towns etc. such that no part of country is farther than 50 km from NH.
One of the goals contained in the plan was that expressways should be constructed on major traffic corridors to provide speedy travel.
Energy conservation, environmental quality of roads and road safety measures were also given due importance in this plan.

13. What Is The Sequence Of Four Stages Of Survey In A Highway Alignment?
map study
reconnaissance
prelimi­nary survey
detailed survey

14. What Is The Effect Of Grade On Safe Overtaking Sight Distance?
To increase it on both descending and ascending grades.

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