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CEE 4674 – Airport Planning and Design (copyright A. Trani)! 1	

1	

Dr. Antonio A. Trani
Professor of Civil Engineering
Virginia Polytechnic Institute and State University
February 25, 2009
Blacksburg, Virginia
!
CEE 4674 Airport Planning and Design
Geometric Design I
Addendum 1
CEE 4674 – Airport Planning and Design (copyright A. Trani)!
Organization of this Presentation
•  Geometric design standards for runway exits
•  Examples
•  Design rationale for taxiways and taxilanes
2
CEE 4674 – Airport Planning and Design (copyright A. Trani)!
Geometric design Standards for Runway Exits
•  Sources:
•  FAA AC 5300-13 (Chapter 3)
•  ICAO Aerodrome Manual Volumes 1 and 2
•  Design principle:
•  Provide ample space for aircraft to maneuver out of the
runway
•  Make the runway exits easily identifyable
3
CEE 4674 – Airport Planning and Design (copyright A. Trani)!
Right-Angle Exits
•  Baseline centerline radius is 250 feet
•  Pavement edge radius varies according to runway width
4
CEE 4674 – Airport Planning and Design (copyright A. Trani)!
Sample Implementation (ATL)
5	

R = 250 feet!
Runway!
(150 feet wide)!
Parallel Taxiway!
90 degree!
Runway Exit!
Source: Google Earth!
CEE 4674 – Airport Planning and Design (copyright A. Trani)!
45 Degree Angle Runway Exit
•  Nominal 800 feet centerline radius
•  600 feet pavement edge radius
•  Old design – FAA has dropped diagram from AC 5300-13
6
CEE 4674 – Airport Planning and Design (copyright A. Trani)!
Issues with 45 Degree Runway Exits
•  Narrow width at tangency point (only 40 feet)
•  Only useful for busy general aviation airports
•  Since the FAA has dropped discussion of this design in
the latest releases of the AC 5300-13 the geometry should
be use with caution
•  The 30 degree standard design seems to be favored in case
peak operations exceed 30 per hour
7
CEE 4674 – Airport Planning and Design (copyright A. Trani)!
Acute Angle or High-Speed Runway Exit
30 Degree (Old Standard)
•  Nominal 1800 feet centerline radius
•  1600 feet pavement edge radius
8
CEE 4674 – Airport Planning and Design (copyright A. Trani)!
Acute Angle or High-Speed Runway Exit
30 Degree (New Design)
•  Nominal 1400 feet centerline spiral
•  Can use the FAA computer program AD42.exe
application for design (companion computer program to
AC 5300-13)
•  See example on page 48-1 in Chapter 4 of AC 5300-13
9
CEE 4674 – Airport Planning and Design (copyright A. Trani)!
Specification of a High-Speed Runway Exit
•  x-y coordinates of centerline
•  Left and right offset distances from the centerline
10
CEE 4674 – Airport Planning and Design (copyright A. Trani)!
Specification of High-Speed Runway Exit
11
CEE 4674 – Airport Planning and Design (copyright A. Trani)!
Example in AC 5300-13
(see page 48-1 in FAA AC 5300-13)
12
CEE 4674 – Airport Planning and Design (copyright A. Trani)!
Example Problem in AC 5300-13
13
CEE 4674 – Airport Planning and Design (copyright A. Trani)!
Example Problem in AC 5300-13
14
CEE 4674 – Airport Planning and Design (copyright A. Trani)!
Explanation
•  The intersection angle is negative (-30 degrees) so this
turn is to the left
•  The offsets (both right and left) decrease as a function of
station length to make the transition the runway exit width
from 150 to 75 feet
•  The centerline angle increases from zero at the start of the
runway exit point to 30 degrees as required by the
geometry
•  The steering angle provides a measure of how much effort
is required by the nose gear to keep with the centerline
geometry
15
CEE 4674 – Airport Planning and Design (copyright A. Trani)!
Example Implementation (ATL)
30 Degree Angle Runway Exit
16	

Source: Google Earth!
1400 foot spiral!
Runway!
(150 feet wide)!
Parallel Taxiway!
250 feet radius !
reverse geometry!
800 feet radius!
CEE 4674 – Airport Planning and Design (copyright A. Trani)!
Issues with 30 Degree Runway Exits
•  The FAA recommends a minimum runway-taxiway
separation of 600 feet for High-Speed runway exits
•  Some airport have used 30 degree runway exits with down
to 400 feet (avoid!)
•  The result is low exits speeds and possible issues with
busting hold lines
•  Be careful and try to provide the minimum 600 foot
recommended distance
•  Limited pilot visibility while crossing active runways
17
CEE 4674 – Airport Planning and Design (copyright A. Trani)!
Sample Limited Visibility on High-Speed
Runway Exit
18	

Final turning angle at hold line = 30 degrees!
CEE 4674 – Airport Planning and Design (copyright A. Trani)!
Example of Limited Visibility due to
Short Runway-Taxiway Distance
19
CEE 4674 – Airport Planning and Design (copyright A. Trani)!
Airbus A340-600 Visibility from Cockpit
20	

Source: Airbus!
CEE 4674 – Airport Planning and Design (copyright A. Trani)!
Example of Limited Visibility Driven by Hold
Line Location
21	

•  Before the aircraft nose reaches the hold line, the
aircraft wingtip violates the hold line distance!
CEE 4674 – Airport Planning and Design (copyright A. Trani)!
Taxiway-Taxiway Junctions
•  For dimensions consult FAA 150/5300-13 Table 4-2
22
CEE 4674 – Airport Planning and Design (copyright A. Trani)!
Table 4-2 in AC 5300-13
Taxiway Fillet Dimensions
23
CEE 4674 – Airport Planning and Design (copyright A. Trani)!
Taxiway-Taxiway Junctions
24	

•  Sample solution shown for ADG VI
•  For other groups consult FAA 150/5300-13 Table 4-2
CEE 4674 – Airport Planning and Design (copyright A. Trani)!
Sample Junction
25

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Geometric design Taxiways

  • 1. CEE 4674 – Airport Planning and Design (copyright A. Trani)! 1 1 Dr. Antonio A. Trani Professor of Civil Engineering Virginia Polytechnic Institute and State University February 25, 2009 Blacksburg, Virginia ! CEE 4674 Airport Planning and Design Geometric Design I Addendum 1
  • 2. CEE 4674 – Airport Planning and Design (copyright A. Trani)! Organization of this Presentation •  Geometric design standards for runway exits •  Examples •  Design rationale for taxiways and taxilanes 2
  • 3. CEE 4674 – Airport Planning and Design (copyright A. Trani)! Geometric design Standards for Runway Exits •  Sources: •  FAA AC 5300-13 (Chapter 3) •  ICAO Aerodrome Manual Volumes 1 and 2 •  Design principle: •  Provide ample space for aircraft to maneuver out of the runway •  Make the runway exits easily identifyable 3
  • 4. CEE 4674 – Airport Planning and Design (copyright A. Trani)! Right-Angle Exits •  Baseline centerline radius is 250 feet •  Pavement edge radius varies according to runway width 4
  • 5. CEE 4674 – Airport Planning and Design (copyright A. Trani)! Sample Implementation (ATL) 5 R = 250 feet! Runway! (150 feet wide)! Parallel Taxiway! 90 degree! Runway Exit! Source: Google Earth!
  • 6. CEE 4674 – Airport Planning and Design (copyright A. Trani)! 45 Degree Angle Runway Exit •  Nominal 800 feet centerline radius •  600 feet pavement edge radius •  Old design – FAA has dropped diagram from AC 5300-13 6
  • 7. CEE 4674 – Airport Planning and Design (copyright A. Trani)! Issues with 45 Degree Runway Exits •  Narrow width at tangency point (only 40 feet) •  Only useful for busy general aviation airports •  Since the FAA has dropped discussion of this design in the latest releases of the AC 5300-13 the geometry should be use with caution •  The 30 degree standard design seems to be favored in case peak operations exceed 30 per hour 7
  • 8. CEE 4674 – Airport Planning and Design (copyright A. Trani)! Acute Angle or High-Speed Runway Exit 30 Degree (Old Standard) •  Nominal 1800 feet centerline radius •  1600 feet pavement edge radius 8
  • 9. CEE 4674 – Airport Planning and Design (copyright A. Trani)! Acute Angle or High-Speed Runway Exit 30 Degree (New Design) •  Nominal 1400 feet centerline spiral •  Can use the FAA computer program AD42.exe application for design (companion computer program to AC 5300-13) •  See example on page 48-1 in Chapter 4 of AC 5300-13 9
  • 10. CEE 4674 – Airport Planning and Design (copyright A. Trani)! Specification of a High-Speed Runway Exit •  x-y coordinates of centerline •  Left and right offset distances from the centerline 10
  • 11. CEE 4674 – Airport Planning and Design (copyright A. Trani)! Specification of High-Speed Runway Exit 11
  • 12. CEE 4674 – Airport Planning and Design (copyright A. Trani)! Example in AC 5300-13 (see page 48-1 in FAA AC 5300-13) 12
  • 13. CEE 4674 – Airport Planning and Design (copyright A. Trani)! Example Problem in AC 5300-13 13
  • 14. CEE 4674 – Airport Planning and Design (copyright A. Trani)! Example Problem in AC 5300-13 14
  • 15. CEE 4674 – Airport Planning and Design (copyright A. Trani)! Explanation •  The intersection angle is negative (-30 degrees) so this turn is to the left •  The offsets (both right and left) decrease as a function of station length to make the transition the runway exit width from 150 to 75 feet •  The centerline angle increases from zero at the start of the runway exit point to 30 degrees as required by the geometry •  The steering angle provides a measure of how much effort is required by the nose gear to keep with the centerline geometry 15
  • 16. CEE 4674 – Airport Planning and Design (copyright A. Trani)! Example Implementation (ATL) 30 Degree Angle Runway Exit 16 Source: Google Earth! 1400 foot spiral! Runway! (150 feet wide)! Parallel Taxiway! 250 feet radius ! reverse geometry! 800 feet radius!
  • 17. CEE 4674 – Airport Planning and Design (copyright A. Trani)! Issues with 30 Degree Runway Exits •  The FAA recommends a minimum runway-taxiway separation of 600 feet for High-Speed runway exits •  Some airport have used 30 degree runway exits with down to 400 feet (avoid!) •  The result is low exits speeds and possible issues with busting hold lines •  Be careful and try to provide the minimum 600 foot recommended distance •  Limited pilot visibility while crossing active runways 17
  • 18. CEE 4674 – Airport Planning and Design (copyright A. Trani)! Sample Limited Visibility on High-Speed Runway Exit 18 Final turning angle at hold line = 30 degrees!
  • 19. CEE 4674 – Airport Planning and Design (copyright A. Trani)! Example of Limited Visibility due to Short Runway-Taxiway Distance 19
  • 20. CEE 4674 – Airport Planning and Design (copyright A. Trani)! Airbus A340-600 Visibility from Cockpit 20 Source: Airbus!
  • 21. CEE 4674 – Airport Planning and Design (copyright A. Trani)! Example of Limited Visibility Driven by Hold Line Location 21 •  Before the aircraft nose reaches the hold line, the aircraft wingtip violates the hold line distance!
  • 22. CEE 4674 – Airport Planning and Design (copyright A. Trani)! Taxiway-Taxiway Junctions •  For dimensions consult FAA 150/5300-13 Table 4-2 22
  • 23. CEE 4674 – Airport Planning and Design (copyright A. Trani)! Table 4-2 in AC 5300-13 Taxiway Fillet Dimensions 23
  • 24. CEE 4674 – Airport Planning and Design (copyright A. Trani)! Taxiway-Taxiway Junctions 24 •  Sample solution shown for ADG VI •  For other groups consult FAA 150/5300-13 Table 4-2
  • 25. CEE 4674 – Airport Planning and Design (copyright A. Trani)! Sample Junction 25