Airport Engineering Quiz Set-1 [2025]

Welcome to “Airport Engineering Quiz Set-1 [2025]”!

In this blog, we’ve curated 50+ thought-provoking multiple-choice questions covering the fundamental and advanced concepts of airport engineering. “Airport Engineering Quiz Set-1 [2025]” is designed to help you refresh your basics, challenge your knowledge, and gain practical insights into the principles and practices of airport design and operations.

Whether you’re a civil engineering student, an airport planning professional, or preparing for competitive exams, this quiz is the perfect way to enhance your expertise in airport engineering.

Let’s dive into the “Airport Engineering Quiz Set-1 [2025]” and start exploring!

Airport Engineering

Airport Engineering

Airport Engineering

1 / 39

The threshold markings are

2 / 39

An airport has 4 gates. If the weighted average gate occupancy time is 30 minutes and gate utilisation factor is 0.5, then the capacity of the gate will be

3 / 39

The capacity of parallel runway pattern depends upon

4 / 39

The engine failure case for determining the basic runway length may require

5 / 39

The minimum width of clearway is

6 / 39

If the monthly mean of average daily temperature for the hottest month of the year is 25° C and the monthly mean of the maximum daily temperature of the same month of the year is 46° C, the airport reference temperature is

7 / 39

Consider the following statements regarding ICAO recommendation for correction to basic runway length
1. The basic runway length should be increased at the rate of 7 percent per 300 m rise in elevation above the mean sea level.
2. The basic runway length after having been corrected for elevation should be further increased at the rate of 1 percent for every 1°C rise in airport reference temperature above the standard atmospheric temperature at that elevation.
3. The runway length after having been corrected for elevation and temperature should be further increased at the rate of 20% for every 1 percent of effective gradient.
Of these statements

8 / 39

The total length of a runway is 1000 m. The elevation at distance 0,200 m, 400m, 600 m, 800 m and 1000 m are 100.0 m, 99.2 m, 101.0 m, 101.8 m, 101.4 m and 101.0 m respectively. The effective gradient of runway will be.

9 / 39

As per ICAO, the minimum basic runway length for A and E type of airport will be

10 / 39

Zero fuel weight of an aircraft is

11 / 39

The cruising speed of the aircraft is 500 kmph. If there is a head wind of 50 kmph, then the air speed and ground speed of the aircraft respectively will be

12 / 39

As per ICAO, for airports serving big aircrafts, the crosswind component should not exceed

13 / 39

As per ICAO recommendation, minimum width of safety area for instrumental runway should be

14 / 39

As per ICAO, for A, B, and C type of airports, maximum effective, transverse and longitudinal grades in percentage respectively are

15 / 39

As per ICAO recommendation, the rate of change of longitudinal gradient per 30 m length of vertical curve for A and B type of airports is limited to a maximum of

16 / 39

Calm period is the percentage of time during which wind intensity is less than

17 / 39

For determining the basic runway. length, the landing case requires that aircraft should come to a stop within p % of the landing distance. The value of p is

18 / 39

According to ICAO, all markings on the runways are

19 / 39

Runway threshold is indicated by a series of parallel lines starting from a distance of

20 / 39

The width and interval of transverse centre line bars along the extended centre line of runway, in approach lighting system are

21 / 39

In Instrumental landing system, the middle markers are located

22 / 39

The size of landing area for multiengined helicopters operating under 1FR conditions is

23 / 39

The centre to centre spacing of heliport lighting along the periphery of landing and take off area should be

24 / 39

The slope of the obstruction clearance line from the boundary of the heliport should be

25 / 39

Assertion A : Airport capacity during IFR conditions is usually less than that during VFR conditions.
Reason R: During clear weather condition (VFR), the aircrafts on final approach to runway can be spaced closer during poor visibility conditions.
Select your answer based on the coding system given below:

26 / 39

For supersonic transport aircraft, the minimum turning radius of taxiway is

27 / 39

As per UK design criteria, if LCN of aircraft is between 1.25 to 1.5 times the LCN of pavement, then the number of movements allowed are

28 / 39

Which of the following is an example of failure in flexible pavements ?

29 / 39

The main disadvantage of angle nose out parking configuration of aircraft is that the

30 / 39

Which of the following is used for servicing and repairs of the aircraft ?

31 / 39

The slope of the transitional surface for A, B and C type of runway shall be

32 / 39

The length of clear zone for none instrument runway of a small aircraft is

33 / 39

In approach areas of runways equipped with instrumental landing facilities any object within 4.5 km distance from runway end shall be considered as an obstruction if its height is more than

34 / 39

Maximum gross take-off weight of an aircraft is

35 / 39

Consider the following statements: Wind rose diagram is used for the purposes of
1. runway orientation
2. estimating the runway capacity
3. geometric design of holding apron Of these statements

36 / 39

Which of the following factors are taken into account for estimating the runway length required for aircraft landing?
1. Normal maximum temperature
2. Airport elevation
3. Maximum landing weight
4. Effective runway gradient
Select the correct answer using the codes given below Codes

37 / 39

In an airport, if 4 gr oups of 5 gates each located well-separated are considered for traffic and the future to present traffic ratio is 3, then the total requirement of future gates will be

38 / 39

Castor angle is defined as the angle

39 / 39

The runway length after correcting for elevation and temperature is 2845 m. If the effective gradient on runway is 0.5 percent then the revised runway length will be

Your score is

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Airport Engineering: The Backbone of Modern Aviation

Introduction
Airport engineering is a specialized branch of civil engineering that focuses on the design, construction, and maintenance of airports and their infrastructure. As global aviation continues to expand, airport engineering plays a pivotal role in ensuring safe, efficient, and sustainable air travel. From runways to terminals, every aspect of an airport requires meticulous planning, design, and execution. This blog explores the fundamentals, applications, challenges, and future trends of airport engineering.


What is Airport Engineering?

Airport engineering involves the planning, design, construction, and maintenance of airport facilities, including runways, taxiways, aprons, terminals, parking areas, air traffic control towers, and support systems. It ensures that airports meet the standards set by aviation authorities such as ICAO (International Civil Aviation Organization) and FAA (Federal Aviation Administration).

Airport engineering also considers factors such as passenger traffic, aircraft types, weather conditions, and safety regulations. It combines technical expertise with a thorough understanding of aviation operations.

See Also: Steel Structures Quiz Set-1


Key Components of Airport Engineering

  1. Runway Design
    • Runways are the most critical part of an airport. Their orientation, length, and surface type depend on factors like wind patterns, aircraft size, and geographic location.
    • Engineers calculate the Pavement Classification Number (PCN) to ensure the runway can handle specific aircraft loads.
  2. Taxiways and Aprons
    • Taxiways connect runways to terminals and parking areas. Their design focuses on minimizing aircraft taxi times and ensuring smooth operations.
    • Aprons are areas where aircraft are parked for boarding, loading, fueling, and maintenance.
  3. Terminal Buildings
    • Terminals are designed to handle passenger flow efficiently while providing amenities such as lounges, check-in counters, baggage claim, and security checks.
    • Sustainable design features, like energy-efficient HVAC systems and solar panels, are increasingly incorporated.
  4. Air Traffic Control (ATC)
    • ATC towers manage aircraft movements on the ground and in the airspace around airports.
    • Engineers design these facilities to provide clear visibility and advanced communication systems.
  5. Airport Drainage Systems
    • Effective drainage systems prevent waterlogging on runways and taxiways, ensuring operational safety during heavy rainfall.
  6. Lighting and Signage
    • Runway and taxiway lighting systems guide pilots during low-visibility conditions.
    • Signage ensures seamless navigation for both aircraft and passengers.
  7. Support Facilities
    • Cargo terminals, fire stations, maintenance hangars, and fuel depots are essential components of an airport.

Challenges in Airport Engineering

  1. Land Acquisition
    • Acquiring large tracts of land for airport construction can be challenging due to legal, environmental, and social factors.
  2. Environmental Impact
    • Airports contribute to noise pollution, air pollution, and habitat disruption. Engineers must incorporate mitigation measures like sound barriers and green spaces.
  3. Capacity Management
    • As air traffic grows, airports face challenges in managing passenger and cargo volumes efficiently. Expanding facilities without disrupting operations is a complex task.
  4. Safety Standards
    • Meeting strict safety standards for runways, taxiways, and other facilities is a continuous challenge.
  5. Climate Resilience
    • Airports must be designed to withstand extreme weather events, such as hurricanes and floods.

See Also: Engineering Mechanics Quiz Set-1


Future Trends in Airport Engineering

  1. Sustainable Airports
    • Green building practices, renewable energy sources, and carbon-neutral operations are becoming standard in airport design.
  2. Smart Airports
    • Integration of IoT (Internet of Things), AI, and data analytics is revolutionizing airport operations. Smart baggage handling systems and automated check-ins enhance passenger experience.
  3. Urban Air Mobility
    • Airports are preparing for the rise of electric vertical takeoff and landing (eVTOL) aircraft, requiring new infrastructure designs.
  4. Advanced Materials
    • The use of high-strength concrete, self-healing pavements, and lightweight materials is improving the durability and efficiency of airport infrastructure.
  5. Enhanced Safety Systems
    • Advanced radar systems, drone detection technologies, and improved fire safety measures are being integrated into modern airports.

Applications of Airport Engineering

  • Designing and constructing new airports.
  • Upgrading existing airport facilities to handle increased traffic.
  • Conducting feasibility studies for airport expansion.
  • Ensuring compliance with international aviation standards.
  • Developing emergency response plans for airports.

FAQs on Airport Engineering

Q1: What are the main objectives of airport engineering?
A1: The primary objectives include ensuring the safety, efficiency, and sustainability of airport operations while meeting the needs of passengers and airlines.

Q2: How is runway orientation decided?
A2: Runway orientation is based on prevailing wind directions to ensure that aircraft can take off and land safely. Wind data is analyzed to determine the optimal alignment.

Q3: What is the significance of ICAO and FAA standards?
A3: ICAO and FAA standards provide guidelines for airport design, safety, and operations, ensuring uniformity and compliance in the aviation industry.

Q4: What role do engineers play in airport maintenance?
A4: Engineers are responsible for inspecting runways, taxiways, drainage systems, and other infrastructure to ensure they remain operational and meet safety standards.

Q5: How is sustainability achieved in airport design?
A5: Sustainability is achieved through energy-efficient designs, renewable energy integration, water recycling systems, and minimizing environmental impacts.

See Also: Concrete Structures Quiz Set-1


Conclusion
Airport engineering is a dynamic and evolving field that underpins the global aviation industry. By combining technical expertise with innovative solutions, airport engineers ensure the seamless functioning of airports while addressing environmental and operational challenges. As air travel continues to grow, airport engineering will play a crucial role in shaping the future of aviation.

Whether you’re a student, a professional, or an aviation enthusiast, understanding airport engineering provides valuable insights into the complexity and ingenuity behind modern airports.

Transportation Engineering

Transportation Engineering

Transportation Engineering

1 / 104

Transverse slope given to road cross section for surface water removal is known as

2 / 104

At the curved road outer side of road is increased than inner side is called as

3 / 104

Most suitable material for highway embankments is

4 / 104

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

5 / 104

The desirable length of overtaking zone as per IRC recommendation is equal to

6 / 104

Stopping sight distance is always

7 / 104

Reaction time of a driver

8 / 104

If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is

9 / 104

The effect of grade on safe overtaking sight distance is

10 / 104

The ruling design speed on a National Highway in plain terrain as per IRC recommendations is

11 / 104

The transition curve used in the horizontal alignment of highways as per IRC recommendations is

12 / 104

For design, that length of transition curve should be taken which is

13 / 104

The maximum design gradient for vertical profile of a road is

14 / 104

The percentage compensation in gradient for ruling gradient of 4 % and horizontal curve of radius 760 m is

15 / 104

If ruling gradient is 1 in 20 and there is also a horizontal curve of radius 76 m, then the compensated grade should be

16 / 104

The camber of road should be approximately equal to

17 / 104

Which of the following shapes is preferred in a valley curve?

18 / 104

The value of ruling gradient in plains as per IRC recommendation is

19 / 104

The formation width of a double lane National Highway in embankment is

20 / 104

On the recommendation of Nagpur conference, the minimum width of a village road may be

21 / 104

Maximum safe speed on roads depends on the

22 / 104

In case of summit curves, the deviation angle will be maximum when

23 / 104

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

24 / 104

Highway facilities are designed for

25 / 104

Select the correct statement

26 / 104

Length of a vehicle affects

27 / 104

As per IRC recommendations, the maximum limit of super elevation for mixed traffic in plain terrain is

28 / 104

For the design of super elevation for mixed traffic conditions, the speed is reduced by

29 / 104

On a horizontal curve if the pavement is kept horizontal across the alignment, then the pressure on the outer wheels will be

30 / 104

For a constant value of coefficient of lateral friction, the value of required super-elevation increases with

31 / 104

To calculate the minimum value of ruling radius of horizontal curves in plains, the design speed is given by

32 / 104

Minimum thickness of the base of a flexible pavement is

33 / 104

Design of highway is based on

34 / 104

For water bound macadams the camber should be

35 / 104

The absolute minimum radius of curve for safe operation for a speed of 110kmph is

36 / 104

The attainment of super elevation by rotation of pavement about the inner edge of the pavement

37 / 104

Select the correct statement

38 / 104

The maximum width of a vehicle as recommended by IRC is

39 / 104

Desire lines are plotted in

40 / 104

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?

41 / 104

The diagram which shows the approximate path of vehicles and pedestrians involved in accidents is known as

42 / 104

With increase in speed of the traffic stream, the minimum spacing of vehicles

43 / 104

Which of the following is known as design capacity?

44 / 104

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

45 / 104

With increase in speed of the traffic stream, the maximum capacity of the lane

46 / 104

Equivalent factor of passenger car unit (PCU) for a passenger car as per IRC is

47 / 104

If the stopping distance and average length of a vehicle are 18 m and 6 m respectively, then the theoretical maximum capacity of a traffic lane at a speed of 10 m/sec is

48 / 104

Scientific planning of transportation system and mass transit facilities in cities should be based on

49 / 104

If is a dorry abrasion test the loss in weight 21 gms, then the coefficient of hardness is

50 / 104

For improvement road carrying fast traffic an average level of illumination recommended by IRC is

51 / 104

The top height of route marker above crown level is

52 / 104

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

53 / 104

When the speed of traffic flow becomes zero, then

54 / 104

On a right angled road intersection with two way traffic, the total number of conflict points is

55 / 104

The background colour of the informatory sign board is

56 / 104

Which of the following is indicated by a warning sign?

57 / 104

"Dead Slow" is a

58 / 104

The ductility value of bitumen for suitability in road construction should not be less than

59 / 104

The maximum limit of water absorption for aggregate suitable for road construction is

60 / 104

Which of the following represents hardest grade of bitumen?

61 / 104

Penetration test on bitumen is used for determining its

62 / 104

Bitumen of grade 80/100 means

63 / 104

The shape of the transition curve used by the Indian railway is

64 / 104

Thickness of a pavement is may be reduced considerably by

65 / 104

When two road with two lane, two way traffic, cross at an uncontrolled intersection the number of potential major conflict point would be

66 / 104

RC-2, MC-2 and SC-2 correspond to

67 / 104

The recommended grade of tar for grouting purpose is

68 / 104

Softening point of bitumen to be used for read construction at a place where maximum temperature is 40° C should be

69 / 104

For rapid curing cutbacks, the oil used is

70 / 104

The method of design of flexible pavement as recommended by IRC is

71 / 104

For developing thinly populated areas, the correct choice of gauge is

72 / 104

Due to battering action of wheels over the end of the rails, the rails get bent down and are deflected at ends. These rails are called

73 / 104

The slipping of driving wheels of locomotives on the rail surface causes

74 / 104

The formation width for a railway track depends on the

i) type of gauge
ii) number of tracks to be laid side by side
iii) slope of sides of embankment or cutting The correct answer is

75 / 104

The formation width for a single line meter gauge track in embankment as adopted on Indian Railways is

76 / 104

Creep is the

77 / 104

Anti creep bearing plates are provided on

78 / 104

Study the following statements regarding creep.
i) Creep is greater on curves than on tangent railway track,
ii) Creep in new rails is more than that in old rails,
iii) Creep is more on steep gradients than on level track. The correct answer is

79 / 104

The maximum degree of curvature for Meter Gauge is limited to

80 / 104

Staggered joints are generally provided

81 / 104

When the rail ends rest on a joint sleeper, the joint is termed as

82 / 104

Which of the following types of sleepers is preferred on joints?

83 / 104

Minimum depth of ballast cushion for a Broad Gauge wooden sleeper of size 275x25x13 cm with 75cm sleeper spacing is

84 / 104

Standard size of wooden sleeper for Broad Gauge track is

85 / 104

Composite sleeper index is the index of

86 / 104

Number of dog spikes normally used per rail seat on curved track is

87 / 104

The type of bearing plate used in all joints and on curves to give better bearing area to the rails is

88 / 104

Flat mild steel bearing plates are used

89 / 104

The nominal size of ballast used for points and crossings is

90 / 104

At points and crossings, the total number of sleepers for 1 in 12 turnouts in Broad Gauge is

91 / 104

Width of ballast section for Broad Gauge is

92 / 104

The type of spike used for fixing chairs of bull headed rails to wooden sleepers is

93 / 104

The sleepers resting directly on girder are fastened to the top flange of girder by

94 / 104

Number of keys used in CST-9 sleeper is

95 / 104

Pandrol clips cannot be used with

96 / 104

Loose jaws of steel trough sleepers are made of

97 / 104

The desirable rate of change of cant deficiency in case of Meter Gauge is

98 / 104

Number of cotters used in CST-9 sleepers is

99 / 104

The limiting value of cant excess for Broad Gauge is

100 / 104

A Broad Gauge branch line takes off as a contrary flexure from a main line If the super elevation required for branch line is 10 mm and cant deficiency is 75mm, the super elevation to be actually provided on the branch line will be

101 / 104

Switch angle depends on

i) heel divergence
ii) length of tongue rail
iii) flangeway clearance
iv) throw of switch
The correct answer is

102 / 104

Life of cement concrete road is take as

103 / 104

Super elevation is provided

104 / 104

Normally the limiting value of cant is

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