Airbus a320 airplane characteristics for airport planning
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Transcript of Airbus a320 airplane characteristics for airport planning
@AIRBUSA320
AIRPLANE CHARACTERISTICSFOR AIRPORT PLANNING
AC
The content of this document is the property of Airbus.It is supplied in confidence and commercial security on its contents must be maintained.It must not be used for any purpose other than that for which it is supplied, nor mayinformation contained in it be disclosed to unauthorized persons.It must not be reproduced in whole or in part without permission in writing from the owners ofthe copyright. Requests for reproduction of any data in this document and the media authorizedfor it must be addressed to Airbus.
© AIRBUS S.A.S. 2005. All rights reserved.
AIRBUS S.A.S.Customer Services
Technical Data Support and Services31707 Blagnac Cedex
FRANCE
Issue: Sep 30/85 Rev: May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
HIGHLIGHTS
Revision No. 26 - May 01/11
LOCATIONS CHGCODE
DESCRIPTIONS OF CHANGE
CHAPTER 2
Section 2-1
Subject 2-1-1
General Airplane Characteristics Data R
Section 2-2
Subject 2-2-0
FIGURE General Airplane Dimensions -General Airplane Dimensions
R ILLUSTRATION REVISED
FIGURE General Airplane Dimensions -General Airplane Dimensions
R ILLUSTRATION REVISEDILLUSTRATION REVISED
Section 2-3
Subject 2-3-0
Ground Clearances R NOTE AMENDED
FIGURE Ground Clearances - GroundClearances
R ILLUSTRATION REVISED ANDCOMPLETED
FIGURE Ground Clearances - GroundClearances
R ILLUSTRATION REVISED ANDCOMPLETED
CHAPTER 4 R
Section 4-5 R
Subject 04-05-03 D
Subject 04-05-04 D
Subject 04-05-06 D
Section 04-07 D
CHAPTER 7
Section 7-1
Subject 7-1-0
General Information R PART EFFECTIVITYADDED/REVISED/DELETED
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LOCATIONS CHGCODE
DESCRIPTIONS OF CHANGE
FIGURE Aircraft Codes - Aircraft Codes N NEW ILLUSTRATION ADDEDILLUSTRATION ADDED
Section 7-2
Subject 7-2-0
Landing Gear Footprint R NOTE AMENDEDCROSS REFERENCED DOCUMENTARYUNIT ADDED/REVISED/DELETED
FIGURE Landing Gear Footprint -Landing Gear Footprint
R ILLUSTRATION REVISED
FIGURE Landing Gear Footprint -Landing Gear Footprint
R ILLUSTRATION REVISED
FIGURE Landing Gear Footprint -Landing Gear Footprint
R ILLUSTRATION REVISED
FIGURE Landing Gear Footprint -Landing Gear Footprint
N NEW ILLUSTRATION ADDEDILLUSTRATION ADDED
FIGURE Landing Gear Footprint -Landing Gear Footprint
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FIGURE Landing Gear Footprint -Landing Gear Footprint
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FIGURE Landing Gear Footprint -Landing Gear Footprint
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FIGURE Landing Gear Footprint -Landing Gear Footprint
R ILLUSTRATION REVISED
FIGURE Landing Gear Footprint -Landing Gear Footprint
R ILLUSTRATION REVISED
FIGURE Landing Gear Footprint -Landing Gear Footprint
R ILLUSTRATION REVISED
FIGURE Landing Gear Footprint -Landing Gear Footprint
R ILLUSTRATION REVISED
FIGURE Landing Gear Footprint -Landing Gear Footprint
R ILLUSTRATION REVISED
Section 7-3
Subject 7-3-0
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LOCATIONS CHGCODE
DESCRIPTIONS OF CHANGE
Maximum Pavement Loads R NOTE AMENDEDCROSS REFERENCED DOCUMENTARYUNIT ADDED/REVISED/DELETED
FIGURE Maximum Pavement Loads -Maximum Pavement Loads
R ILLUSTRATION REVISED
FIGURE Maximum Pavement Loads -Maximum Pavement Loads
R ILLUSTRATION REVISED
FIGURE Maximum Pavement Loads -Maximum Pavement Loads
N NEW ILLUSTRATION ADDEDILLUSTRATION ADDED
FIGURE Maximum Pavement Loads -Maximum Pavement Loads
R ILLUSTRATION REVISED
FIGURE Maximum Pavement Loads -Maximum Pavement Loads
R ILLUSTRATION REVISED
FIGURE Maximum Pavement Loads -Maximum Pavement Loads
R ILLUSTRATION REVISED
FIGURE Maximum Pavement Loads -Maximum Pavement Loads
R ILLUSTRATION REVISED
Section 7-4
Subject 7-4-0
Landing Gear Loading on Pavement R PART EFFECTIVITYADDED/REVISED/DELETED
Subject 7-4-1
Landing Gear Loading on Pavement R NOTE AMENDEDCROSS REFERENCED DOCUMENTARYUNIT ADDED/REVISED/DELETED
FIGURE Landing Gear Loading onPavement - Landing Gear Loading onPavement
R
FIGURE Landing Gear Loading onPavement - Landing Gear Loading onPavement
R
FIGURE Landing Gear Loading onPavement - Landing Gear Loading onPavement
R
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LOCATIONS CHGCODE
DESCRIPTIONS OF CHANGE
FIGURE Landing Gear Loading onPavement - Landing Gear Loading onPavement
R
FIGURE Landing Gear Loading onPavement - Landing Gear Loading onPavement
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FIGURE Landing Gear Loading onPavement - Landing Gear Loading onPavement
R
FIGURE Landing Gear Loading onPavement - Landing Gear Loading onPavement
R
FIGURE Landing Gear Loading onPavement - Landing Gear Loading onPavement
R
FIGURE Landing Gear Loading onPavement - Landing Gear Loading onPavement
R
FIGURE Landing Gear Loading onPavement - Landing Gear Loading onPavement
R
FIGURE Landing Gear Loading onPavement - Landing Gear Loading onPavement
R
FIGURE Landing Gear Loading onPavement - Landing Gear Loading onPavement
R
Section 7-5
Subject 7-5-0
Flexible Pavement Requirements - U.S.Army Corps of Engineers Design Method
R
Subject 7-5-1
Flexible Pavement Requirements - U.S.Army Corps of Engineers Design Method
R NOTE AMENDEDCROSS REFERENCED DOCUMENTARYUNIT ADDED/REVISED/DELETED
FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
N ILLUSTRATION ADDED
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LOCATIONS CHGCODE
DESCRIPTIONS OF CHANGE
FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirement -Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirement -Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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DESCRIPTIONS OF CHANGE
FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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LOCATIONS CHGCODE
DESCRIPTIONS OF CHANGE
FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements
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Section 7-6
Subject 7-6-0
Flexible Pavement Requirements - LCNConversion
R
Subject 7-6-1
Flexible Pavement Requirements - LCNConversion
R NOTE AMENDEDCROSS REFERENCED DOCUMENTARYUNIT ADDED/REVISED/DELETED
FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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LOCATIONS CHGCODE
DESCRIPTIONS OF CHANGE
FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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LOCATIONS CHGCODE
DESCRIPTIONS OF CHANGE
FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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LOCATIONS CHGCODE
DESCRIPTIONS OF CHANGE
FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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HIGHLIGHTSPage 10
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LOCATIONS CHGCODE
DESCRIPTIONS OF CHANGE
FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion
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Section 7-7
Subject 7-7-0
Rigid Pavement Requirements - PortlandCement Association Design Method
R
Subject 7-7-1
Rigid Pavement Requirements - PortlandCement Association Design Method
R NOTE AMENDEDCROSS REFERENCED DOCUMENTARYUNIT ADDED/REVISED/DELETED
FIGURE Rigid Pavement Requirements(PCA) - Rigid Pavement Requirements(PCA)
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FIGURE Rigid Pavement Requirements(PCA) - Rigid Pavement Requirements(PCA)
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FIGURE Rigid Pavement Requirements(PCA) - Rigid Pavement Requirements(PCA)
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FIGURE Rigid Pavement Requirements(PCA) - Rigid Pavement Requirements(PCA)
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FIGURE Rigid Pavement Requirements(PCA) - Rigid Pavement Requirements(PCA)
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LOCATIONS CHGCODE
DESCRIPTIONS OF CHANGE
FIGURE Rigid Pavement Requirements(PCA) - Rigid Pavement Requirements(PCA)
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FIGURE Rigid Pavement Requirements(PCA) - Rigid Pavement Requirements(PCA)
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FIGURE Rigid Pavement Requirements(PCA) - Rigid Pavement Requirements(PCA)
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FIGURE Rigid Pavement Requirements(PCA) - Rigid Pavement Requirements(PCA)
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FIGURE Rigid Pavement Requirements(PCA) - Rigid Pavement Requirements(PCA)
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LOCATIONS CHGCODE
DESCRIPTIONS OF CHANGE
FIGURE Rigid Pavement Requirements(PCA) - Rigid Pavement Requirements(PCA)
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FIGURE Rigid Pavement Requirements(PCA) - Rigid Pavement Requirements(PCA)
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DESCRIPTIONS OF CHANGE
FIGURE Rigid Pavement Requirements(PCA) - Rigid Pavement Requirements(PCA)
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FIGURE Rigid Pavement Requirements(PCA) - Rigid Pavement Requirements(PCA)
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FIGURE Rigid Pavement Requirements(PCA) - Rigid Pavement Requirements(PCA)
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FIGURE Rigid Pavement Requirements(PCA) - Rigid Pavement Requirements(PCA)
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FIGURE Rigid Pavement Requirements(PCA) - Rigid Pavement Requirements(PCA)
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Section 7-8
Subject 7-8-0
Rigid Pavement Requirements - LCNConversion
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Subject 7-8-2
Rigid Pavement Requirements - LCNConversion
R NOTE AMENDEDCROSS REFERENCED DOCUMENTARYUNIT ADDED/REVISED/DELETED
FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
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FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
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FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
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FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
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FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
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FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
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FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
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FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
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FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
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FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
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FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
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FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
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FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
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FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
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FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
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FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
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FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
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FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
N ILLUSTRATION ADDED
FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
N ILLUSTRATION ADDED
FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
N ILLUSTRATION ADDED
FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
N ILLUSTRATION ADDED
FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
N ILLUSTRATION ADDED
FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
N ILLUSTRATION ADDED
FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
N ILLUSTRATION ADDED
FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
N ILLUSTRATION ADDED
HIGHLIGHTSPage 17
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
LOCATIONS CHGCODE
DESCRIPTIONS OF CHANGE
FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
N ILLUSTRATION ADDED
FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
N ILLUSTRATION ADDED
FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
N ILLUSTRATION ADDED
FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
N ILLUSTRATION ADDED
FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
N ILLUSTRATION ADDED
FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
N ILLUSTRATION ADDED
FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
N ILLUSTRATION ADDED
FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
N ILLUSTRATION ADDED
FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
N ILLUSTRATION ADDED
FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
N ILLUSTRATION ADDED
FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
N ILLUSTRATION ADDED
FIGURE Rigid Pavement Requirements -LCN Conversion - Rigid PavementRequirements - LCN Conversion
N ILLUSTRATION ADDED
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
LOCATIONS CHGCODE
DESCRIPTIONS OF CHANGE
Subject 7-8-3
Radius of Relative Stiffness (Other valuesof ”E” and ”L”)
R
Subject 7-8-4
FIGURE Radius of Relative Stiffness -(Effect E and µ on ”L” values)
R
Section 7-9
Subject 7-9-0
ACN/PCN Reporting System R PART EFFECTIVITYADDED/REVISED/DELETED
Subject 7-9-1
Aircraft Classification Number - FlexiblePavement
R NOTE AMENDEDCROSS REFERENCED DOCUMENTARYUNIT ADDED/REVISED/DELETED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
LOCATIONS CHGCODE
DESCRIPTIONS OF CHANGE
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
LOCATIONS CHGCODE
DESCRIPTIONS OF CHANGE
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
LOCATIONS CHGCODE
DESCRIPTIONS OF CHANGE
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Flexible Pavement - Aircraft ClassificationNumber -- Flexible Pavement
N ILLUSTRATION ADDED
Subject 7-9-2
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
LOCATIONS CHGCODE
DESCRIPTIONS OF CHANGE
Aircraft Classification Number - RigidPavement
R NOTE AMENDEDCROSS REFERENCED DOCUMENTARYUNIT ADDED/REVISED/DELETED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
LOCATIONS CHGCODE
DESCRIPTIONS OF CHANGE
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
LOCATIONS CHGCODE
DESCRIPTIONS OF CHANGE
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
LOCATIONS CHGCODE
DESCRIPTIONS OF CHANGE
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
FIGURE Aircraft Classification Number --Rigid Pavement - Aircraft ClassificationNumber -- Rigid Pavement
N ILLUSTRATION ADDED
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
LIST OF EFFECTIVE CONTENT
Revision No. 26 - May 01/11
CONTENT CHGCODE
LAST REVISIONDATE
CHAPTER 1
Subject 1-1-0
Purpose Dec 01/07
Subject 1-2-0
Introduction Dec 01/07
CHAPTER 2
Subject 2-1-0
General Airplane Characteristics Dec 01/07
Subject 2-1-1
General Airplane Characteristics Data R May 01/11
Subject 2-2-0
General Airplane Dimensions Dec 01/07
FIGURE General Airplane Dimensions - General Airplane Dimensions R May 01/11
FIGURE General Airplane Dimensions - General Airplane Dimensions R May 01/11
Subject 2-3-0
Ground Clearances R May 01/11
FIGURE Ground Clearances - Ground Clearances R May 01/11
FIGURE Ground Clearances - Ground Clearances R May 01/11
Subject 2-4-0
Interior Arrangements Dec 01/07
Subject 2-4-1
Typical Configuration Sep 01/10
FIGURE Typical Configuration - Typical Configuration Single-Class,High Density
Sep 01/10
FIGURE Typical Configuration - Typical Configuration Two-Class Sep 01/10
Subject 2-5-0
L.E.C.Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
CONTENT CHGCODE
LAST REVISIONDATE
Passenger Compartment Cross-section Sep 01/10
FIGURE Passenger Compartment Cross-section - PassengerCompartment Cross-section
Sep 01/10
FIGURE Passenger Compartment Cross-section - Economy Class, 6Abreast - Wider Aisle
Sep 01/10
FIGURE Passenger Compartment Cross-section - PassengerCompartment Cross-section, First-class
Sep 01/10
Subject 2-6-0
Cargo Compartments Dec 01/07
Subject 2-6-1
Lower Deck Cargo Compartments Dec 01/07
FIGURE Lower Deck Cargo Compartments - Lower Deck CargoCompartments Dimensions
Dec 01/07
FIGURE Lower Deck Cargo Compartments - Lower Deck CargoCompartments Containers
Dec 01/07
Subject 2-7-0
Doors Clearances Dec 01/07
Subject 2-7-1
Forward Passenger / Crew Doors Dec 01/07
FIGURE Doors Clearances - Forward Passenger / Crew Doors Dec 01/07
Subject 2-7-2
Emergency Exits Dec 01/07
FIGURE Doors Clearances - Emergency Exits Dec 01/07
Subject 2-7-3
Aft Passenger / Crew Doors Dec 01/07
FIGURE Doors Clearances - Aft Passenger / Crew Doors Dec 01/07
Subject 2-7-4
Forward Cargo Compartment Door Dec 01/07
FIGURE Doors Clearances - Forward Cargo Compartment Door Dec 01/07
Subject 2-7-5
Aft Cargo Compartment Door Dec 01/07
L.E.C.Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
CONTENT CHGCODE
LAST REVISIONDATE
FIGURE Doors Clearances - Aft Cargo Compartment Door Dec 01/07
Subject 2-7-6
Bulk Cargo Compartment Door Dec 01/07
FIGURE Doors Clearances - Bulk Cargo Compartment Door Dec 01/07
Subject 2-7-7
Main Landing Gear Doors Dec 01/07
FIGURE Doors Clearances - Main Landing Gear Doors Dec 01/07
FIGURE Doors Clearances - Main Landing Gear Doors (Bogie) Dec 01/07
Subject 2-7-8
Radome Dec 01/07
FIGURE Doors Clearances - Radome Dec 01/07
Subject 2-7-9
APU and Nose Landing Gear Doors Dec 01/07
FIGURE Doors Clearances - APU and Nose Landing Gear Doors Dec 01/07
CHAPTER 3
Subject 3-1-0
General Information Dec 01/07
Subject 3-2-0
Payload / Range Dec 01/07
Subject 3-2-1
ISA Conditions Dec 01/07
FIGURE Payload / Range - CFM56-5A series engine Dec 01/07
FIGURE Payload / Range - CFM56-5B series engine Dec 01/07
FIGURE Payload / Range - IAE V2500-A1 series engine Dec 01/07
FIGURE Payload / Range - IAE V2500-A5 series engine Dec 01/07
Subject 3-3-0
FAR / JAR Take-off Weight Limitation Dec 01/07
Subject 3-3-1
ISA Conditions Dec 01/07
L.E.C.Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
CONTENT CHGCODE
LAST REVISIONDATE
FIGURE FAR / JAR Take-off Weight Limitation - ISA Conditions --CFM56 series engine
Dec 01/07
FIGURE FAR / JAR Take-off Weight Limitation - ISA Conditions --IAE V2500 series engine
Dec 01/07
Subject 3-3-2
ISA +15˚C (+59˚F) Conditions Dec 01/07
FIGURE FAR / JAR Take-off Weight Limitation - ISA +15˚C(+59˚F) Conditions -- CFM56 series engine
Dec 01/07
FIGURE FAR / JAR Take-off Weight Limitation - ISA +15˚C(+59˚F) Conditions -- IAE V2500 series engine
Dec 01/07
Subject 3-4-0
FAR / JAR Landing Field Length Dec 01/07
Subject 3-4-1
ISA Conditions Dec 01/07
FIGURE FAR / JAR Landing Field Length - CFM56 series engine Dec 01/07
FIGURE FAR / JAR Landing Field Length - IAE V2500 series engine Dec 01/07
Subject 3-5-0
Final Approach Speed Dec 01/07
FIGURE Final Approach Speed - CFM56 series engine Dec 01/07
FIGURE Final Approach Speed - IAE V2500 series engine Dec 01/07
CHAPTER 4
Subject 4-1-0
General Information Dec 01/07
Subject 4-2-0
Turning Radii Dec 01/07
FIGURE Turning Radii, no Slip Angle - Turning Radii, no Slip Angle-- Dual Landing Gear
Dec 01/07
FIGURE Turning Radii, no Slip Angle - Turning Radii, no Slip Angle-- Bogie Landing Gear
Dec 01/07
Subject 4-3-0
L.E.C.Page 4
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
CONTENT CHGCODE
LAST REVISIONDATE
Minimum Turning Radii Dec 01/07
FIGURE Minimum Turning Radii - Minimum Turning Radii Dec 01/07
Subject 4-4-0
Visibility from Cockpit in Static Position Dec 01/07
FIGURE Visibility from Cockpit in Static Position - Visibility fromCockpit in Static Position
Dec 01/07
Subject 4-5-0
Runway and Taxiway Turn Paths Dec 01/07
Subject 4-5-1
135˚ Turn - Runway to Taxiway Dec 01/07
FIGURE 135˚ Turn - Runway to Taxiway - 135˚ Turn - Runway toTaxiway
Dec 01/07
Subject 4-5-2
90˚ Turn - Runway to Taxiway Dec 01/07
FIGURE 90˚ Turn - Runway to Taxiway - 90˚ Turn - Runway toTaxiway
Dec 01/07
Subject 4-5-5
90˚ Turn - Taxiway to Taxiway Dec 01/07
FIGURE 90˚ Turn - Taxiway to Taxiway - 90˚ Turn - Taxiway toTaxiway
Dec 01/07
Subject 4-6-0
Runway Holding Bay (Apron) Dec 01/07
FIGURE Runway Holding Bay (Apron) - Runway Holding Bay(Apron)
Dec 01/07
CHAPTER 5
Subject 5-0-0
Terminal Servicing Sep 01/10
Subject 5-1-0
Airplane Servicing Arrangements Sep 01/10
Subject 5-1-1
L.E.C.Page 5
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
CONTENT CHGCODE
LAST REVISIONDATE
Symbols Used on Servicing Diagrams Sep 01/10
Subject 5-1-2
Aircraft at the Gate Sep 01/10
FIGURE Aircraft at the Gate - Aircraft at the Gate Sep 01/10
Subject 5-1-3
Aircraft at an Open Apron Sep 01/10
FIGURE Aircraft at an Open Apron - Aircraft at an Open Apron(Bulk Loading)
Sep 01/10
FIGURE Aircraft at an Open Apron - Aircraft at an Open Apron(ULD Loading)
Sep 01/10
Subject 5-2-0
Terminal Operations - Full Servicing Turnaround Sep 01/10
Subject 5-2-1
Full Servicing Turnaround Charts Sep 01/10
FIGURE Turnaround Stations - Full Servicing (48 Min.) Sep 01/10
Subject 5-3-0
Terminal Operation Sep 01/10
Subject 5-3-1
Minimum Servicing Turnaround Chart Sep 01/10
FIGURE Turnaround Stations - Minimum Servicing (23 Min.) Sep 01/10
Subject 5-4-0
Ground Service Connections Dec 01/07
Subject 5-4-1
Ground Service Connections Layout Dec 01/07
FIGURE Ground Service Connections - Ground Service ConnectionsLayout
Dec 01/07
Subject 5-4-2
Grounding Points Dec 01/07
FIGURE Ground Service Connections - Grounding Points Dec 01/07
FIGURE Ground Service Connections - Grounding Points Dec 01/07
L.E.C.Page 6
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
CONTENT CHGCODE
LAST REVISIONDATE
Subject 5-4-3
Hydraulic System Sep 01/10
FIGURE Hydraulic System - Green System Ground Service Panel Sep 01/10
FIGURE Hydraulic System - Blue System Ground Service Panel Sep 01/10
FIGURE Hydraulic System - Yellow System Ground Service Panel Sep 01/10
Subject 5-4-4
Electrical System Sep 01/10
FIGURE Ground Service Connections - External Power Receptacles Sep 01/10
Subject 5-4-5
Oxygen System Dec 01/07
Subject 5-4-6
Fuel System Sep 01/10
FIGURE Ground Service Connections - Refuel/Defuel Panel Sep 01/10
FIGURE Ground Service Connections - Refuel/Defuel Couplings Sep 01/10
FIGURE Ground Service Connections - Gravity Refuel Couplings Sep 01/10
Subject 5-4-7
Pneumatic System Sep 01/10
Subject 5-4-8
Potable Water System Sep 01/10
FIGURE Ground Service Connections - Potable Water Ground DrainPanel
Sep 01/10
Subject 5-4-9
Oil System Sep 01/10
FIGURE Ground Service Connections - Engine Oil Tank -- CFM56Series Engine
Sep 01/10
FIGURE Ground Service Connections - IDG Oil Tank -- CFM56 SeriesEngine
Sep 01/10
FIGURE Ground Service Connections - Starter Oil Tank -- CFM56Series Engine
Sep 01/10
FIGURE Ground Service Connections - Engine Oil Tank -- IAE V2500Series Engine
Sep 01/10
L.E.C.Page 7
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
CONTENT CHGCODE
LAST REVISIONDATE
FIGURE Ground Service Connections - IDG Oil Tank -- IAE V2500Series Engine
Sep 01/10
FIGURE Ground Service Connections - Starter Oil Tank -- IAE V2500Series Engine
Sep 01/10
FIGURE Ground Service Connections - APU Oil Tank Sep 01/10
Subject 5-4-10
Vacuum Toilet System Sep 01/10
FIGURE Ground Service Connections - Waste Water Ground ServicePanel
Sep 01/10
Subject 5-5-0
Engine Starting Pneumatic Requirements Dec 01/07
Subject 5-5-1
Low Temperature -40˚C (-40˚F) Dec 01/07
FIGURE Engine Starting Pneumatic Requirements - Temperature-40˚C (-40˚F) -- CFM56 series engine
Dec 01/07
FIGURE Engine Starting Pneumatic Requirements - Temperature-40˚C (-40˚F) -- IAE V2500 series engine
Dec 01/07
Subject 5-5-2
Ambient Temperature +15˚C (+59˚F) Dec 01/07
FIGURE Engine Starting Pneumatic Requirements - Temperature+15˚C (+59˚F) -- CFM56 series engine
Dec 01/07
FIGURE Engine Starting Pneumatic Requirements - Temperature+15˚C (+59˚F) -- IAE V2500 series engine
Dec 01/07
Subject 5-5-3
High Temperature +50˚C (+122˚F) and +55˚C (+131˚F) Dec 01/07
FIGURE Engine Starting Pneumatic Requirements - Temperature+55˚C (+131˚F) -- CFM56 series engine
Dec 01/07
FIGURE Engine Starting Pneumatic Requirements - Temperature+50˚C (+122˚F) -- IAE V2500 series engine
Dec 01/07
Subject 5-6-0
Ground Pneumatic Power Requirements Dec 01/07
Subject 5-6-1
L.E.C.Page 8
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
CONTENT CHGCODE
LAST REVISIONDATE
Heating Dec 01/07
FIGURE Ground Pneumatic Power Requirements - Heating Dec 01/07
Subject 5-6-2
Cooling Dec 01/07
FIGURE Ground Pneumatic Power Requirements - Cooling Dec 01/07
Subject 5-7-0
Preconditioned Airflow Requirements Dec 01/07
FIGURE Preconditioned Airflow Requirements - PreconditionedAirflow Requirements
Dec 01/07
Subject 5-8-0
Ground Towing Requirements Sep 01/10
FIGURE Ground Towing Requirements - Ground TowingRequirements
Sep 01/10
FIGURE Ground Towing Requirements - Typical Tow BarConfiguration 1
Sep 01/10
FIGURE Ground Towing Requirements - Typical Tow BarConfiguration 2
Sep 01/10
CHAPTER 6
Subject 6-1-0
Engine Exhaust Velocities and Temperatures Dec 01/07
Subject 6-1-1
Engine Exhaust Velocities Contours - Ground Idle Power Dec 01/07
FIGURE Engine Exhaust Velocities - Ground Idle Power -- CFM56series engine
Dec 01/07
FIGURE Engine Exhaust Velocities - Ground Idle Power -- IAE V2500series engine
Dec 01/07
Subject 6-1-2
Engine Exhaust Temperatures Contours - Ground Idle Power Dec 01/07
FIGURE Engine Exhaust Temperatures - Ground Idle Power -- CFM56series engine
Dec 01/07
L.E.C.Page 9
May 01/11
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CONTENT CHGCODE
LAST REVISIONDATE
FIGURE Engine Exhaust Temperatures - Ground Idle Power -- IAEV2500 series engine
Dec 01/07
Subject 6-1-3
Engine Exhaust Velocities Contours - Breakaway Power Dec 01/07
FIGURE Engine Exhaust Velocities - Breakaway Power -- CFM56series engine
Dec 01/07
FIGURE Engine Exhaust Velocities - Breakaway Power -- IAE V2500series engine
Dec 01/07
Subject 6-1-4
Engine Exhaust Temperatures Contours - Breakaway Power Dec 01/07
FIGURE Engine Exhaust Temperatures - Breakaway Power -- CFM56series engine
Dec 01/07
FIGURE Engine Exhaust Temperatures - Breakaway Power -- IAEV2500 series engine
Dec 01/07
Subject 6-1-5
Engine Exhaust Velocities Contours - Takeoff Power Dec 01/07
FIGURE Engine Exhaust Velocities - Takeoff Power -- CFM56 seriesengine
Dec 01/07
FIGURE Engine Exhaust Velocities - Takeoff Power -- IAE V2500series engine
Dec 01/07
Subject 6-1-6
Engine Exhaust Temperatures Contours - Takeoff Power Dec 01/07
FIGURE Engine Exhaust Temperatures - Takeoff Power -- CFM56series engine
Dec 01/07
FIGURE Engine Exhaust Temperatures - Takeoff Power -- IAE V2500series engine
Dec 01/07
Subject 6-2-0
Airport and Community Noise Dec 01/07
Subject 6-2-1
Noise Data Dec 01/07
FIGURE Airport and Community Noise - CFM56-5A series engine Dec 01/07
FIGURE Airport and Community Noise - CFM56-5B series engine Dec 01/07
L.E.C.Page 10
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
CONTENT CHGCODE
LAST REVISIONDATE
FIGURE Airport and Community Noise - IAE V2500 series engine Dec 01/07
Subject 6-3-0
Danger Areas of Engines Dec 01/07
Subject 6-3-1
Ground Idle Power Dec 01/07
FIGURE Danger Areas of Engines - CFM56 series engine Dec 01/07
FIGURE Danger Areas of Engines - IAE V2500 series engine Dec 01/07
Subject 6-3-2
Takeoff Power Dec 01/07
FIGURE Danger Areas of Engines - CFM56 series engine Dec 01/07
FIGURE Danger Areas of Engines - IAE V2500 series engine Dec 01/07
Subject 6-4-0
APU Exhaust Velocities and Temperatures Dec 01/07
Subject 6-4-1
APU - APIC & GARRETT Dec 01/07
FIGURE Exhaust Velocities and Temperatures - APU -- APIC &GARRETT
Dec 01/07
CHAPTER 7
Subject 7-1-0
General Information R May 01/11
FIGURE Aircraft Codes - Aircraft Codes N May 01/11
Subject 7-2-0
Landing Gear Footprint R May 01/11
FIGURE Landing Gear Footprint - Landing Gear Footprint R May 01/11
FIGURE Landing Gear Footprint - Landing Gear Footprint R May 01/11
FIGURE Landing Gear Footprint - Landing Gear Footprint R May 01/11
FIGURE Landing Gear Footprint - Landing Gear Footprint N May 01/11
FIGURE Landing Gear Footprint - Landing Gear Footprint R May 01/11
FIGURE Landing Gear Footprint - Landing Gear Footprint R May 01/11
L.E.C.Page 11
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
CONTENT CHGCODE
LAST REVISIONDATE
FIGURE Landing Gear Footprint - Landing Gear Footprint R May 01/11
FIGURE Landing Gear Footprint - Landing Gear Footprint R May 01/11
FIGURE Landing Gear Footprint - Landing Gear Footprint R May 01/11
FIGURE Landing Gear Footprint - Landing Gear Footprint R May 01/11
FIGURE Landing Gear Footprint - Landing Gear Footprint R May 01/11
FIGURE Landing Gear Footprint - Landing Gear Footprint R May 01/11
Subject 7-3-0
Maximum Pavement Loads R May 01/11
FIGURE Maximum Pavement Loads - Maximum Pavement Loads R May 01/11
FIGURE Maximum Pavement Loads - Maximum Pavement Loads R May 01/11
FIGURE Maximum Pavement Loads - Maximum Pavement Loads N May 01/11
FIGURE Maximum Pavement Loads - Maximum Pavement Loads R May 01/11
FIGURE Maximum Pavement Loads - Maximum Pavement Loads R May 01/11
FIGURE Maximum Pavement Loads - Maximum Pavement Loads R May 01/11
FIGURE Maximum Pavement Loads - Maximum Pavement Loads R May 01/11
Subject 7-4-0
Landing Gear Loading on Pavement R May 01/11
Subject 7-4-1
Landing Gear Loading on Pavement R May 01/11
FIGURE Landing Gear Loading on Pavement - Landing Gear Loadingon Pavement
R May 01/11
FIGURE Landing Gear Loading on Pavement - Landing Gear Loadingon Pavement
R May 01/11
FIGURE Landing Gear Loading on Pavement - Landing Gear Loadingon Pavement
R May 01/11
FIGURE Landing Gear Loading on Pavement - Landing Gear Loadingon Pavement
R May 01/11
FIGURE Landing Gear Loading on Pavement - Landing Gear Loadingon Pavement
R May 01/11
FIGURE Landing Gear Loading on Pavement - Landing Gear Loadingon Pavement
R May 01/11
L.E.C.Page 12
May 01/11
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CONTENT CHGCODE
LAST REVISIONDATE
FIGURE Landing Gear Loading on Pavement - Landing Gear Loadingon Pavement
R May 01/11
FIGURE Landing Gear Loading on Pavement - Landing Gear Loadingon Pavement
R May 01/11
FIGURE Landing Gear Loading on Pavement - Landing Gear Loadingon Pavement
R May 01/11
FIGURE Landing Gear Loading on Pavement - Landing Gear Loadingon Pavement
R May 01/11
FIGURE Landing Gear Loading on Pavement - Landing Gear Loadingon Pavement
R May 01/11
FIGURE Landing Gear Loading on Pavement - Landing Gear Loadingon Pavement
R May 01/11
Subject 7-5-0
Flexible Pavement Requirements - U.S. Army Corps of EngineersDesign Method
R May 01/11
Subject 7-5-1
Flexible Pavement Requirements - U.S. Army Corps of EngineersDesign Method
R May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
L.E.C.Page 13
May 01/11
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CONTENT CHGCODE
LAST REVISIONDATE
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirement - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirement - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
L.E.C.Page 14
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CONTENT CHGCODE
LAST REVISIONDATE
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
L.E.C.Page 15
May 01/11
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CONTENT CHGCODE
LAST REVISIONDATE
FIGURE Flexible Pavement Requirements - Flexible PavementRequirements
N May 01/11
Subject 7-6-0
Flexible Pavement Requirements - LCN Conversion R May 01/11
Subject 7-6-1
Flexible Pavement Requirements - LCN Conversion R May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
L.E.C.Page 16
May 01/11
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CONTENT CHGCODE
LAST REVISIONDATE
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
L.E.C.Page 17
May 01/11
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CONTENT CHGCODE
LAST REVISIONDATE
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
FIGURE Flexible Pavement Requirements - LCN Conversion - FlexiblePavement Requirements - LCN Conversion
N May 01/11
Subject 7-7-0
Rigid Pavement Requirements - Portland Cement Association DesignMethod
R May 01/11
Subject 7-7-1
Rigid Pavement Requirements - Portland Cement Association DesignMethod
R May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
L.E.C.Page 18
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CONTENT CHGCODE
LAST REVISIONDATE
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
L.E.C.Page 19
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CONTENT CHGCODE
LAST REVISIONDATE
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
L.E.C.Page 20
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CONTENT CHGCODE
LAST REVISIONDATE
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
FIGURE Rigid Pavement Requirements (PCA) - Rigid PavementRequirements (PCA)
N May 01/11
Subject 7-8-0
Rigid Pavement Requirements - LCN Conversion R May 01/11
Subject 7-8-1
Radius of Relative Stiffness Dec 01/07
FIGURE Radius of Relative Stiffness - (Reference: Portland CementAssociation)
Dec 01/07
Subject 7-8-2
Rigid Pavement Requirements - LCN Conversion R May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
L.E.C.Page 21
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
CONTENT CHGCODE
LAST REVISIONDATE
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
L.E.C.Page 22
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CONTENT CHGCODE
LAST REVISIONDATE
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
L.E.C.Page 23
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CONTENT CHGCODE
LAST REVISIONDATE
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
FIGURE Rigid Pavement Requirements - LCN Conversion - RigidPavement Requirements - LCN Conversion
N May 01/11
Subject 7-8-3
Radius of Relative Stiffness (Other values of ”E” and ”L”) R May 01/11
Subject 7-8-4
Radius of Relative Stiffness Dec 01/07
FIGURE Radius of Relative Stiffness - (Effect E and µ on ”L” values) R May 01/11
Subject 7-9-0
ACN/PCN Reporting System R May 01/11
Subject 7-9-1
Aircraft Classification Number - Flexible Pavement R May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
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CONTENT CHGCODE
LAST REVISIONDATE
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
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CONTENT CHGCODE
LAST REVISIONDATE
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
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CONTENT CHGCODE
LAST REVISIONDATE
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Flexible Pavement - AircraftClassification Number -- Flexible Pavement
N May 01/11
Subject 7-9-2
Aircraft Classification Number - Rigid Pavement R May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
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CONTENT CHGCODE
LAST REVISIONDATE
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
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CONTENT CHGCODE
LAST REVISIONDATE
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
FIGURE Aircraft Classification Number -- Rigid Pavement - AircraftClassification Number -- Rigid Pavement
N May 01/11
CHAPTER 8
Subject 8-1-0
Possible Future Derivative Airplane Dec 01/07
CHAPTER 9
Subject 9-1-0
Scaled Drawings Sep 01/10
FIGURE Scaled Drawing - Scaled Drawing Sep 01/10
FIGURE Scaled Drawing - Scaled Drawing Sep 01/10
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
TABLE OF CONTENTS
1 SCOPE
1-1-0 Purpose
1-2-0 Introduction
2 AIRPLANE DESCRIPTION
2-1-0 General Airplane Characteristics
2-1-1 General Airplane Characteristics Data
2-2-0 General Airplane Dimensions
2-3-0 Ground Clearances
2-4-0 Interior Arrangements
2-4-1 Passenger Compartment Layout
2-5-0 Passenger Compartment Cross Section
2-6-0 Cargo Compartments
2-6-1 Lower Deck Cargo Compartments
2-7-0 Door Clearances
2-7-1 Forward Passenger / Crew Doors
2-7-2 Emergency Exits
2-7-3 Aft Passenger / Crew Doors
2-7-4 Forward Cargo Compartment Doors
2-7-5 Aft Cargo Compartment Doors
2-7-6 Bulk Cargo Compartment Doors
2-7-7 Main Landing Gear Doors
2-7-8 Radome
2-7-9 APU and Nose Landing Gear Doors
3 AIRPLANE PERFORMANCE
3-1-0 General Information
3-2-0 Payload / Range
3-2-1 ISA Conditions
3-3-0 FAR / JAR Takeoff Weight Limitation
3-3-1 ISA Conditions
3-3-2 ISA +15˚C (+59˚F) Conditions
3-4-0 FAR / JAR Landing Field Length
3-4-1 ISA Conditions
3-5-0 Final Approach Speed
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4 GROUND MANEUVERING
4-1-0 General Information
4-2-0 Turning Radii
4-3-0 Minimum Turning Radii
4-4-0 Visibility from Cockpit in Static Position
4-5-0 Runway and Taxiway Turn Paths
4-5-1 135˚ Turn - Runway to Taxiway
4-5-2 90˚ Turn - Runway to Taxiway
4-5-5 90˚ Turn - Taxiway to Taxiway
4-6-0 Runway Holding Bay (Apron)
5 TERMINAL SERVICING
5-0-0 TERMINAL SERVICING
5-1-0 Airplane Servicing Arrangements
5-1-1 Symbols Used on Servicing Diagrams
5-1-2 Typical Ramp Layout - Aircraft at the Gate
5-1-3 Typical Ramp Layout - Aircraft at an Open Apron
5-2-0 Terminal Operations - Full Servicing Turnaround
5-2-1 Full Servicing Turnaround Charts
5-3-0 Terminal Operation - Minimum Servicing Turnaround
5-3-1 Minimum Servicing Turnaround Chart
5-4-0 Ground Service Connections
5-4-1 Ground Service Connections Layout
5-4-2 Grounding Points
5-4-3 Hydraulic System
5-4-4 Electrical System
5-4-5 Oxygen System
5-4-6 Fuel System
5-4-7 Pneumatic System
5-4-8 Potable Water System
5-4-9 Oil System
5-4-10 Vacuum Toilet System
5-5-0 Engine Starting Pneumatic Requirements
5-5-1 Low Temperatures
5-5-2 Ambient Temperatures
5-5-3 High Temperatures
5-6-0 Ground Pneumatic Power Requirements
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5-6-1 Heating
5-6-2 Cooling
5-7-0 Preconditioned Airflow Requirements
5-8-0 Ground Towing Requirements
6 OPERATING CONDITIONS
6-1-0 Engine Exhaust Velocities and Temperatures
6-1-1 Engine Exhaust Velocities Contours - Ground Idle Power
6-1-2 Engine Exhaust Temperatures Contours - Ground Idle Power
6-1-3 Engine Exhaust Velocities Contours - Breakaway Power
6-1-4 Engine Exhaust Temperatures Contours - Breakaway Power
6-1-5 Engine Exhaust Velocities Contours - Takeoff Power
6-1-6 Engine Exhaust Temperatures Contours - Takeoff Power
6-2-0 Airport and Community Noise
6-2-1 Noise Data
6-3-0 Danger Areas of Engines
6-3-1 Ground Idle Power
6-3-2 Takeoff Power
6-4-0 APU Exhaust Velocities and Temperatures
6-4-1 APU
7 PAVEMENT DATA
7-1-0 General Information
7-2-0 Landing Gear Footprint
7-3-0 Maximum Pavement Loads
7-4-0 Landing Gear Loading on Pavement
7-4-1 Landing Gear Loading on Pavement
7-5-0 Flexible Pavement Requirements - U.S. Army Corps of Engineers Design Method
7-5-1 Flexible Pavement Requirements - U.S. Army Corps of Engineers Design Method
7-6-0 Flexible Pavement Requirements - LCN Conversion
7-6-1 Flexible Pavement Requirements - LCN Conversion
7-7-0 Rigid Pavement Requirements - Portland Cement Association Design Method
7-7-1 Rigid Pavement Requirements - Portland Cement Association Design Method
7-8-0 Rigid Pavement Requirements - LCN Conversion
7-8-1 Radius of Relative Stiffness
7-8-2 Rigid Pavement Requirements - LCN Conversion
7-8-3 Radius of Relative Stiffness (Other values of E and L)
7-8-4 Radius of Relative Stiffness
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
7-9-0 ACN/PCN Reporting System
7-9-1 Aircraft Classification Number - Flexible Pavement
7-9-2 Aircraft Classification Number - Rigid Pavement
8 DERIVATIVE AIRPLANES
8-1-0 Possible Future Derivative Airplane
9 SCALED DRAWINGS
9-1-0 Scaled Drawings
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
SCOPE
1-1-0 Purpose
**ON A/C A320-100 A320-200
Purpose
1. GeneralThe A320 AIRPLANE CHARACTERISTICS (AC) manual is issued for the A320-100 and A320-200basic versions to provide the necessary data needed by airport operators and airlines for the planningof airport facilities.
This document conforms to NAS 3601.
CORRESPONDENCECorrespondence concerning this publication should be directed to:
AIRBUS S.A.S.Customer ServicesTechnical Data Support and Services1, Rond Point Maurice BELLONTE31707 BLAGNAC CEDEXFRANCE
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
1-2-0 Introduction
**ON A/C A320-100 A320-200
Introduction
1. General
This manual comprises 9 chapters with a List of Effective Pages (LEP) at the beginning of themanual and a Table Of Content (TOC) at the beginning of each chapter.
Chapter 1: SCOPE
Chapter 2: AIRPLANE DESCRIPTION
This chapter contains general dimensional and other basic aircraft data.
It covers:- aircraft dimensions and ground clearances,- passenger and cargo compartment arrangement.
Chapter 3: AIRPLANE PERFORMANCE
This chapter indicates the aircraft performance.
It covers:- payload range,- takeoff and landing runway requirements,- landing approach speed.
Chapter 4: GROUND MANEUVERING
This chapter provides the aircraft turning capability and maneuvering characteristics on the ground.
It includes:- turning radii and visibility from the cockpit,- runway and taxiway turn path.
Chapter 5: TERMINAL SERVICING
This chapter provides information for the arrangement of ground handling and servicing equipments.
It covers:- location and connections of ground servicing equipments,
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
- engine starting pneumatic and preconditioned airflow requirements.
Chapter 6: OPERATING CONDITIONS
This chapter contains data and safety/environmental precautions related to engine and APUoperation on the ground.
It covers:- contour size and shape of the jet engine exhaust velocities and temperature,- noise data.
Chapter 7: PAVEMENT DATA
This chapter contains the pavement data helpful for airport planning.
It gives:- landing gear foot print and static load,- charts for flexible pavements with Load Classification Number (LCN),- charts for rigid pavements with LCN,- Aircraft Classification Number (ACN), Pavement Classification Number (PCN), reporting system
for flexible and rigid pavements.
Chapter 8: DERIVATIVE AIRPLANES
This chapter gives relevant data of possible A320 new version with the associated size change.
Chapter 9: SCALED DRAWING
This chapter contains different A320 scaled drawings.
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
AIRPLANE DESCRIPTION
2-1-0 General Airplane Characteristics
**ON A/C A320-100 A320-200
General Airplane Characteristics
1. General Airplane CharacteristicsThe weight terms used throughout this manual are given below together with their respectivedefinitions.
Maximum Taxi Weight (MTW):Maximum weight for ground maneuver as limited by aircraft strength and airworthiness requirements.(It includes weight of run-up and taxi fuel). It is also called Maximum Ramp Weight (MRW).
Maximum Landing Weight (MLW):Maximum weight for landing as limited by aircraft strength and airworthiness requirements.
Maximum Takeoff Weight (MTOW):Maximum weight for takeoff as limited by aircraft strength and airworthiness requirements. (This isthe maximum weight at start of the takeoff run).
Maximum Zero Fuel Weight (MZFW):Maximum operational weight of the aircraft without usable fuel.
Operational Empty Weight (OEW):Weight of structure, powerplant, furnishings, systems, and other items of equipment that are anintegral part of a particular aircraft configuration plus the operator’s items. The operator’s items arethe flight and cabin crew and their baggage, unusable fuel, engine oil, emergency equipment, toiletchemical and fluids, galley structure, catering equipment, passenger seats and life vests, documents,etc.
Maximum Payload:Maximum Zero Fuel Weight (MZFW) minus Operational Empty Weight (OEW).
Maximum Seating Capacity:Maximum number of passengers specifically certified or anticipated for certification.
Maximum Cargo Volume:Maximum usable volume available for cargo.
Usable Fuel:Fuel available for aircraft propulsion.
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2-1-1 General Airplane Characteristics Data
**ON A/C A320-100 A320-200
General Airplane Characteristics Data
**ON A/C A320-100
1. The following table provides characteristics of A320-100 Models, these data are specific to eachWeight Variant:
Aircraft CharacteristicsWV000 WV001 WV002
Kilograms 68 400 66 400 68 400Maximum Ramp Weight (MRW)Maximum Taxi Weight (MTW) Pounds 150 796 146 387 150 796
Kilograms 68 000 66 000 68 000Maximum Takeoff Weight(MTOW) Pounds 149 914 145 505 149 914
Kilograms 63 000 63 000 63 000Maximum Landing Weight(MLW) Pounds 138 891 138 891 138 891
Kilograms 59 000 59 000 59 800Maximum Zero Fuel Weight(MZFW) Pounds 130 073 130 073 131 836Estimated Operational EmptyWeight (OEW)
CFM Engines41 244 kg (90 927 lb)
Kilograms 17 756 18 556Estimated Maximum PayloadCFM 56 Pounds 39 145 40 909
**ON A/C A320-200
2. The following table provides characteristics of A320-200 Models, these data are specific to eachWeight Variant:
Aircraft CharacteristicsWV000 WV001 WV002 WV003 WV004
Kilograms 73 900 68 400 70 400 75 900 71 900Maximum Ramp Weight(MRW)Maximum Taxi Weight(MTW)
Pounds162 922 150 796 155 205 167 331 158 512
Kilograms 73 500 68 000 70 000 75 500 71 500Maximum TakeoffWeight (MTOW) Pounds 162 040 149 914 154 324 166 449 157 630
Kilograms 64 500 64 500 64 500 64 500 64 500Maximum LandingWeight (MLW) Pounds 142 198 142 198 142 198 142 198 142 198
Kilograms 60 500 60 500 60 500 60 500 60 500Maximum Zero FuelWeight (MZFW) Pounds 133 380 133 380 133 380 133 380 133 380
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Aircraft CharacteristicsWV000 WV001 WV002 WV003 WV004
CFM Engines 41 244 kg (90 927 lb)Estimated OperationalEmpty Weight (OEW) IAE Engines 41 345 kg (91 150 lb)
Kilograms 19 256Estimated MaximumPayload CFM 56 Pounds 42 453
Kilograms 19 155Estimated MaximumPayload IAE V2500 Pounds 42 230
Aircraft CharacteristicsWV005 WV006 WV007 WV008 WV009
Kilograms 67 400 66 400 77 400 73 900 75 900Maximum Ramp Weight(MRW)Maximum Taxi Weight(MTW)
Pounds148 592 146 387 170 638 162 922 167 331
Kilograms 67 000 66 000 77 000 73 500 75 500Maximum TakeoffWeight (MTOW) Pounds 147 710 145 505 169 756 162 040 166 449
Kilograms 64 500 64 500 64 500 64 500 64 500Maximum LandingWeight (MLW) Pounds 142 198 142 198 142 198 142 198 142 198
Kilograms 60 500 60 500 60 500 61 000 61 000Maximum Zero FuelWeight (MZFW) Pounds 133 380 133 380 133 380 134 482 134 482
CFM Engines 41 244 kg (90 927 lb)Estimated OperationalEmpty Weight (OEW) IAE Engines 41 345 kg (91 150 lb)
Kilograms 19 256 19 756Estimated MaximumPayload CFM 56 Pounds 42 453 43 555
Kilograms 19 155 19 655Estimated MaximumPayload IAE V2500 Pounds 42 230 43 332
Aircraft CharacteristicsWV010 WV011 WV012 WV013 WV014
Kilograms 77 400 75 900 77 400 71 900 73 900Maximum Ramp Weight(MRW)Maximum Taxi Weight(MTW)
Pounds170 638 167 331 170 638 158 512 162 922
Kilograms 77 000 75 500 77 000 71 500 73 500Maximum TakeoffWeight (MTOW) Pounds 169 756 166 449 169 756 157 630 162 040
Kilograms 64 500 66 000 66 000 64 500 64 500Maximum LandingWeight (MLW) Pounds 142 198 145 505 145 505 142 198 142 198
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
Aircraft CharacteristicsWV010 WV011 WV012 WV013 WV014
Kilograms 61 000 62 500 62 500 61 000 61 500Maximum Zero FuelWeight (MZFW) Pounds 134 482 137 789 137 789 134 482 135 584
CFM Engines 41 244 kg (90 927 lb)Estimated OperationalEmpty Weight (OEW) IAE Engines 41 345 kg (91 150 lb)
Kilograms 19 756 21 256 19 756 20 256Estimated MaximumPayload CFM 56 Pounds 43 555 46 861 43 555 44 657
Kilograms 19 655 21 155 19 655 20 155Estimated MaximumPayload IAE V2500 Pounds 43 332 46 639 43 332 44 434
Aircraft CharacteristicsWV015 WV016
Kilograms 78 400 73 900Maximum Ramp Weight (MRW)Maximum Taxi Weight (MTW) Pounds 172 842 162 922
Kilograms 78 000 73 500Maximum Takeoff Weight (MTOW)
Pounds 171 961 162 040Kilograms 64 500 66 000Maximum Landing Weight (MLW)
Pounds 142 198 145 505Kilograms 61 000 62 500Maximum Zero Fuel Weight (MZFW)
Pounds 134 482 137 789CFM Engines 41 244 kg (90 927 lb)Estimated Operational Empty Weight
(OEW) IAE Engines 41 345 kg (91 150 lb)
Kilograms 19 756 21 256Estimated Maximum Payload CFM 56
Pounds 43 555 46 861Kilograms 19 655 21 155Estimated Maximum Payload IAE
V2500 Pounds 43 332 46 639
**ON A/C A320-100
3. The following table provides characteristics of A320-100 Models, these data are common to eachWeight Variant:
Aircraft CharacteristicsStandard Seating Capacity Single-class 180
Liters 23 667US gallons 6 252
Kilograms (density= 0.785 kg/l)
18 578
Usable Fuel Capacity
Pounds 40 957
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
Aircraft CharacteristicsCubic meters 330Pressurized Fuselage Volume
(A/C non equipped) Cubic feet 11 654
Cubic meters 139Passenger Compartment VolumeCubic feet 4 909Cubic meters 9Cockpit VolumeCubic feet 318Cubic meters 13.28Usable Bulk, FWD CCCubic feet 469Cubic meters 18.26Usable Bulk, AFT CCCubic feet 645Cubic meters 5.88Usable Bulk, Bulk CCCubic feet 208Cubic meters 15.56Water Volume, FWD CCCubic feet 549.5Cubic meters 20.77Water Volume, AFT CCCubic feet 733.5Cubic meters 7.76Water Volume, Bulk CCCubic feet 274
**ON A/C A320-200
4. The following table provides characteristics of A320-200 Models, these data are common to eachWeight Variant:
Aircraft CharacteristicsStandard Seating Capacity Single-class 180
Liters 23 859 - 26 759* - 29 659**US gallons 6 303 - 7 069* - 7 835**
Kilograms (density= 0.785 kg/l) 18 729 - 21 005* - 23 282**
Usable Fuel Capacity
Pounds 41 290 - 46 308* - 51 328**Cubic meters 330Pressurized Fuselage Volume
(A/C non equipped) Cubic feet 11 654
Cubic meters 139Passenger Compartment VolumeCubic feet 4 909Cubic meters 9Cockpit VolumeCubic feet 318Cubic meters 13.28Usable Volume, FWD CCCubic feet 469
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Aircraft CharacteristicsCubic meters 18.26Usable Volume, AFT CCCubic feet 645Cubic meters 5.88Usable Volume, Bulk CCCubic meters 208Cubic meters 15.56Water Volume, FWD CCCubic feet 549.5Cubic meters 20.77Water Volume, AFT CCCubic feet 733.5Cubic meters 7.76Water Volume, Bulk CCCubic feet 274
* OPTION: 1 ACT** OPTION: 2 ACT
2-1-1Page 5
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
2-2-0 General Airplane Dimensions
**ON A/C A320-100 A320-200
General Airplane Dimensions
1. This section provides General Airplane Dimensions.
2-2-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
(41.47 ft)
(36.48 ft)
CFM56
V2500
3020100SCALE FEETSCALE METERS
960 3
12.64 m
37.57 m(123.26 ft)
(12.96 ft)3.95 m
11.19 m
(36.71 ft)
11.12 m
(13 .58 ft)4.14 m
(16.63 ft)
5.07 m
33.91 m(111.25 ft)
(24.9 ft)
7.59 m
NOTE:SEE CHAPTER 2−7FOR DOOR SIZES
SEECHAPTER
(18.88 ft)5.755 m
12.45 m(40.85 ft)
2−3
N_AC_020200_1_0030101_01_02
General Airplane DimensionsFIGURE 1
2-2-0Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
(36.48 ft)
CFM56
V2500
3020100SCALE FEETSCALE METERS
960 3
12.64 m
37.57 m(123.26 ft)
(12.96 ft)3.95 m
11.19 m
(36.71 ft)
11.12 m
(13.58 ft)4.14 m
(16.63 ft)
5.07 m
NOTE:SEE CHAPTER 2−7FOR DOOR SIZES
SEECHAPTER
(18.86 ft)5.755 m
(41.47 ft)
(111.88 ft)34.10 m
(40.85 ft)12.45 m
(24.9 ft)
7.59 m
2−3
N_AC_020200_1_0040101_01_02
General Airplane Dimensions(Sheet 1 of 2)FIGURE 2
2-2-0Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
(36.48 ft)
CFM56
V2500
3020100SCALE FEETSCALE METERS
960 3
37.57 m(123.26 ft)
(12.96 ft)3.95 m
11.19 m
(36.71 ft)
11.12 m
(13.58 ft)4.14 m
(16.63 ft)
5.07 m
NOTE:SEE CHAPTER 2−7FOR DOOR SIZES
2−3
SEECHAPTER
(18.86 ft)5.75 m
(41.47 ft)
7.59 m
(24.9 ft)
35.48 m
12.64 m
(116.4 ft)
N_AC_020200_1_0040103_01_00
12.45 m(40.85 ft)
General Airplane DimensionsSharklet Option (Sheet 2 of 2)
FIGURE 3
2-2-0Page 4
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
2-3-0 Ground Clearances
**ON A/C A320-100 A320-200
Ground Clearances
1. This section gives the height of various points of the aircraft, above the ground, for different aircraftconfigurations.Dimensions in the tables are approximate and will vary with tire type, W&B and others specialconditions.The dimensions are given for:- The basic aircraft OWE with a mid CG,- the MRW for the lightest weight variant with a FWD CG and a AFT CG,- the MRW for the heaviest weight variant with a FWD CG and a AFT CG,- aircraft on jacks, FDL at 4.6m (15.09ft).
NOTE : Passenger and cargo door clearances are measured from the center of the door sill and fromfloor level.
2-3-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
J
K
A
OPERATING WEIGHTEMPTY
MAXIMUM RAMPWEIGHT
FORWARD CG
MAXIMUM RAMPWEIGHT AFT CG
AIRCRAFTON JACKS*
m ft m ft m ft m ft
3.45 11.31
2.06 6.74
1.80 5.91
5.94 19.50
0.62 2.05
1.65 5.43
2.11 6.94
3.55 11.64
11.91 39.08
4.20 13.77
5.35 17.54
2.30 7.54
3.64 11.94
B
C
E
F
G
H
J
K
L
M
3.39
1.99
1.73
5.87
0.55
1.57
2.03
3.45
11.80
4.11
5.24
2.20
3.56
11.12
6.53
5.69
19.27
1.81
5.16
6.65
11.31
38.72
13.49
17.18
7.23
11.68
3.46
2.04
1.77
5.91
0.58
1.57
1.99
3.36
11.68
4.08
5.11
2.14
3.55
11.36
6.71
5.79
19.38
1.89
5.14
6.52
11.03
38.31
13.39
16.76
7.02
11.64
4.10
2.68
2.44
6.58
1.25
2.26
2.68
4.10
12.45
4.80
5.93
13.45
8.79
8.0
21.58
4.10
7.41
8.79
13.45
40.84
15.74
19.45
C E F G M
H
L
D
N
2.90 9.50
4.48 14.69
B
D
N
A
NOTE:* PASSENGER AND CARGO DOOR GROUND CLEARANCES ARE MEASUREDFROM THE CENTER OF THE DOOR SILL AND FROM FLOOR LEVEL N_AC_020300_1_0030101_01_02
Ground ClearancesFIGURE 1
2-3-0Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
A
OWE41 244 kg
CG 26.5%
MRW (WV0)73 900 kg
FWD CG 17%
MRW (WV8)78 400 kg
FWD CG 17%
AC JACKEDFDL
AFT CG 36.8%
11.426.865.976.40
19.5919.982.202.795.648.9210.3311.457.28
BC1C2D1D2
E (CFM)E (IAE)
FF1F2F3G
11.096.535.686.10
19.2619.681.902.495.358.63
10.0411.156.99
11.426.765.875.87
19.4619.461.942.535.288.539.9511.026.79
11.326.695.775.87
19.3619.461.902.495.258.539.94
13.558.897.977.97
21.5921.594.074.667.41
10.6612.07
12.14H 11.84 11.45
11.02 13.166.79 8.8911.48 13.55
39.63J 39.37 38.75 38.81 40.8512.76K1 12.47 12.27 12.27 14.3715.94K2 15.65 15.45 15.45 17.5518.24L 17.95 17.36 17.45 19.467.51M 7.22 6.92 6.92 9.02
13.06N 12.73 12.76 12.73 14.8913.02N1 12.70 12.76 12.70 14.89
AFT CG 40%
14.04P 13.68 14.14 14.01 16.2715.88Q 15.62 14.96 15.06 17.06
11.096.505.646.0419.2319.651.872.465.318.5610.0111.126.9611.8139.3012.4015.6217.917.19
12.7012.6613.6815.55
P A B D1 E N G M H Q JC1 D2C2
L F F1 F2 F3
K1 K2
3.482.091.821.955.976.090.670.851.722.723.153.492.223.70
12.083.894.865.562.293.983.974.284.84
3.381.991.731.865.876.000.580.761.632.633.063.402.133.61
12.003.804.775.472.203.883.874.174.76
3.482.061.791.795.935.930.590.771.612.603.033.362.073.4911.813.744.715.292.113.893.894.314.56
3.381.981.721.845.865.990.570.751.622.613.053.392.123.6011.983.784.765.462.193.873.864.174.74
3.452.041.761.795.905.930.580.761.602.603.033.362.073.5011.833.744.715.322.113.883.874.274.59
4.132.712.432.436.586.581.241.422.263.253.684.012.714.13
12.454.385.355.932.754.544.544.965.20
m ft m ft m ft m ft m ft m ft
= 4.60 m
NOTE:N_AC_020300_1_0040101_01_04
PASSENGER AND CARGO DOOR GROUND CLEARANCES ARE MEASUREDFROM THE CENTER OF THE DOOR SILL AND FROM FLOOR LEVEL
Ground ClearancesFIGURE 2
2-3-0Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
2-4-0 Interior Arrangements
**ON A/C A320-100 A320-200
Interior Arrangements
1. This section gives the standard interior arrangements configuration.
2-4-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
2-4-1 Passenger Compartment Layout
**ON A/C A320-100 A320-200
Typical Configuration
1. This section gives the typical interior configuration.
2-4-1Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
FW
D P
AS
SE
NG
ER
/CR
EW
DO
OR
FW
D P
AS
SE
NG
ER
/CR
EW
DO
OR
EM
ER
GE
NC
Y E
XIT
S
EM
ER
GE
NC
Y E
XIT
S
AF
T P
AS
SE
NG
ER
/CR
EW
DO
OR
AF
T P
AS
SE
NG
ER
/CR
EW
DO
OR
180
SE
AT
S A
LL T
OU
RIS
T C
LAS
S
28/2
9 in
PIT
CH
. 6 A
BR
EA
ST
. 3.3
LA A
A A
G
G
LAL
ITE
MD
ES
IGN
AT
ION
GG
ALL
EY
(2)
LLA
VA
TO
RY
(3)
AA
TT
EN
DA
NT
SE
AT
(5)
N_AC_020401_1_0030101_01_02
Typical ConfigurationTypical Configuration Single-Class, High Density
FIGURE 1
2-4-1Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
FW
D P
AS
SE
NG
ER
/CR
EW
DO
OR
FW
D P
AS
SE
NG
ER
/CR
EW
DO
OR
EM
ER
GE
NC
Y E
XIT
S
EM
ER
GE
NC
Y E
XIT
S
AF
T P
AS
SE
NG
ER
/CR
EW
DO
OR
AF
T P
AS
SE
NG
ER
/CR
EW
DO
OR
LA A
A
G
G
LAL
12 S
UP
ER
FIR
ST
CLA
SS
138
EC
ON
OM
Y C
LAS
S
PA
SS
EN
GE
R S
EA
TS
(15
0 T
OT
AL)
SE
AT
PIT
CH
ES
: F
IRS
T 3
6 in
ITE
MD
ES
IGN
AT
ION
GG
ALL
EY
(2)
LLA
VA
TO
RY
(3)
AA
TT
EN
DA
NT
SE
AT
(4)
N_AC_020401_1_0090101_01_00
EC
ON
OM
Y 3
2 in
Typical ConfigurationTypical Configuration Two-Class
FIGURE 2
2-4-1Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
2-5-0 Passenger Compartment Cross Section
**ON A/C A320-100 A320-200
Passenger Compartment Cross-section
1. This section gives the typical passenger compartment cross-section configuration.
2-5-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
3.95(155.51)
Cargo CompartmentFloor
CABINFLOOR
Top of cargoCompartment
AircraftDatum
Windows
2.64
(103.94)
2.13(83.86)
1.60(62.99)
1.24(48.82)
NOTE: DIMENSIONS m (in)
0.49(19.29)
0.52(20.47)
N_AC_020500_1_0010101_01_01
3.45(135.83)
3.68
(144.88)
1.42(55.91)
Passenger Compartment Cross-sectionFIGURE 1
2-5-0Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
NOTE: DIMENSIONS m (in)
1.24
(48.
9)2.
21(8
7)
6 ABREAST−WIDER AISLE
4.14
(163
)
3.95(155.5)
3.64(143)
1.50(59)
0.64(25)
1.50(59)
0.432(17)
N_AC_020500_1_0050101_01_00
Passenger Compartment Cross-sectionEconomy Class, 6 Abreast - Wider Aisle (Sheet 1 of 2)
FIGURE 2
2-5-0Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
NOTE: DIMENSIONS m (in)
6 ABREAST−WIDER SEAT
3.95(155.5)
3.64(143)
1.58(62)
0.48(19)
1.58(62)
1.24
(48.
9)2.
21(8
7)
4.14
(163
)
0.457(18)
N_AC_020500_1_0050102_01_02
Passenger Compartment Cross-sectionEconomy Class, 6 Abreast - Wider Seat (Sheet 2 of 2)
FIGURE 3
2-5-0Page 4
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
NOTE: DIMENSIONS m (in)
4 ABREAST−FIRST CLASS
3.95(155.5)
1.24
(48.
9)2.
21(8
7)
4.14
(163
)
3.59(141)
0.69(27)
1.45(57)
1.45(57)
(22.6)0.57
N_AC_020500_1_0060101_01_00
Passenger Compartment Cross-sectionPassenger Compartment Cross-section, First-class
FIGURE 4
2-5-0Page 5
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
2-6-0 Cargo Compartments
**ON A/C A320-100 A320-200
Cargo Compartments
1. This section gives the cargo compartments location and dimensions.
2-6-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
2-6-1 Lower Deck Cargo Compartments
**ON A/C A320-100 A320-200
Lower Deck Cargo Compartments
1. This section gives the lower deck cargo compartments.
2-6-1Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
FWD CARGOCOMPARTMENT
AFT CARGOCOMPARTMENT
4.953 m(16 ft 3 in)
1.816 m(5 ft 11.5 in)
9.804 m(32 ft 2 in)
BULK CARGOCOMPARTMENT
1.816 m
(4 ft 0.9 in)
TOP CARGOCOMPT.
CARGO COMPT.FLOOR
(5 ft 11.5 in)
1.430 m(4 ft 8.3 in)
2.630 m(8 ft 7.5 in)
1.243 m
N_AC_020601_1_0040101_01_01
Lower Deck Cargo CompartmentsLower Deck Cargo Compartments Dimensions
FIGURE 1
2-6-1Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
FWD CARGOCOMPT
(3 CONTAINERS)
AFT CARGOCOMPT
(4 CONTAINERS)
BULK CARGO
COMPT
CARGO COMPT DOORS ANDBULK CARGO COMPT DOORR SIDE
CABIN FLOOR
1.14 m(3 ft 9 in)
1.14 m(3 ft 9 in)
1.53 m(5 ft 0.4 in) 2.45 m
(8 ft 0.5 in)1.53 m
(5 ft 0.4 in)2.00 m
(6 ft 6.9 in)
1.56 m(5 ft 1.5 in)
1.56 m(5 ft 1.5 in)
N_AC_020601_1_0050101_01_00
Lower Deck Cargo CompartmentsLower Deck Cargo Compartments Containers
FIGURE 2
2-6-1Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
2-7-0 Door Clearances
**ON A/C A320-100 A320-200
Doors Clearances
1. This section gives doors clearances.
2-7-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
2-7-1 Forward Passenger / Crew Doors
**ON A/C A320-100 A320-200
Forward Passenger / Crew Doors
1. This section gives forward passenger / crew doors clearances.
2-7-1Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
CRITICAL
CLEARANCE LIMIT
0.61 m(2 ft)
0.48 m(1 ft 6.88 in)
2.54 m(8 ft 3.99 in)
5.02 m(16 ft 5.62 in)
1.8 m(5 ft 10.8 in) 0.81 m
(2 ft 7.8 in)
1.85 m(6 ft 0.82 in)
SEECHAPTER
2.375 m(7 ft 9.48 in)
2−3
CL
CLCL
0.03 m(1.18 in)
N_AC_020701_1_0030101_01_00
Doors ClearancesForward Passenger / Crew Doors
FIGURE 1
2-7-1Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
2-7-2 Emergency Exits
**ON A/C A320-100 A320-200
Emergency Exits
1. This section gives emergency exits doors clearances.
2-7-2Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
(FRAME 47)
NOTE: ESCAPE SLIDE COMPARTMENT DOOROPENS ON WING UPPER SURFACE.
(FROM NOSE)
CL0.47 m
(1ft 6.49 in)
1.23 m(4 ft 0.42 in)
0.2 m(7.87 in)
FWD
0.9 m(2 ft 11.4 in)
0.495 m(1ft 7.48 in)
(TOP OF FLOOR)
0.12 m(4.72 in)
B B
A
A
B
B
CL
A A
SEESECTION
2−3
14.43 m(47 ft 4.1 in)
0.85 m
(2 ft 9.45 in)
0.5 m(1ft 7.68 in)
N_AC_020702_1_0040101_01_00
Doors ClearancesEmergency Exits
FIGURE 1
2-7-2Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
2-7-3 Aft Passenger / Crew Doors
**ON A/C A320-100 A320-200
Aft Passenger / Crew Doors
1. This section gives Aft passenger / crew doors clearances.
2-7-3Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
29.64 m(97 ft 2.9 in)
(FROM NOSE)
2.44 m(8 ft)
1.85 m(6 ft 0.82 in)
0.6 m(1 ft 11.6 in)
(1.18 in)0.03 m
SEE
2−3CHAPTER
A A
1.79 m(5 ft 10.46 in)
0.81 m(2 ft 7.88 in)
0.58 m(1 ft 10.8 in)
CRITICALCLEARANCE
LIMIT
FWD
A
A
N_AC_020703_1_0030101_01_00
Doors ClearancesAft Passenger / Crew Doors
FIGURE 1
2-7-3Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
2-7-4 Forward Cargo Compartment Doors
**ON A/C A320-100 A320-200
Forward Cargo Compartment Door
1. This section gives forward cargo compartment door clearances.
2-7-4Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
1.24 m
3.945 m(12 ft 11.3 in)
1.495 m(4 ft 10.84 in)
A A
8.16 m
(26 ft 9.25 in)
1.82 m(5 ft 11.65 in)
CFM ENGINE = 2.29 m (7 ft 6.15 in)V2500 ENGINE = 2.04 m (6 ft 8.3 in)
(FROM NOSE)
2.71 m(8 ft 10.69 in)
A
A
FWD
2−3
SEECHAPTER(4 ft 0.81 in)
N_AC_020704_1_0030101_01_00
Doors ClearancesForward Cargo Compartment Door
FIGURE 1
2-7-4Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
2-7-5 Aft Cargo Compartment Doors
**ON A/C A320-100 A320-200
Aft Cargo Compartment Door
1. This section gives Aft cargo compartment door clearances.
2-7-5Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
22.69 m
(74 ft 5.3 in)
1.82 m(5 ft 11.65 in)
(FROM NOSE)
FWD
FWD
A
A
2.03 m(6 ft 7.92 in)
1.23 m(4 ft 0.42 in)
3.945 m
(12 ft 11.3 in)
1.43 m(4 ft 8.29 in)
2−3
SEECHAPTER
A A
N_AC_020705_1_0030101_01_00
Doors ClearancesAft Cargo Compartment Door
FIGURE 1
2-7-5Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
2-7-6 Bulk Cargo Compartment Doors
**ON A/C A320-100 A320-200
Bulk Cargo Compartment Door
1. This section gives the bulk cargo compartment door clearances.
2-7-6Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
0.95 m(3 ft 1.39 in)
0.89 m(2 ft 11 in)
FWD
2.19 m(7 ft 2.22 in)
6.10 m(20 ft)
0.77 m(2 ft 6.31 in)
2−3
SEECHAPTER
A
A
A A
N_AC_020706_1_0010101_01_01
Doors ClearancesBulk Cargo Compartment Door
FIGURE 1
2-7-6Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
2-7-7 Main Landing Gear Doors
**ON A/C A320-100 A320-200
Main Landing Gear Doors
1. This section gives the main landing gear doors clearances.
2-7-7Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
A
NOTE: VALUE OF CG: 25% RC.
16.358 m(53 ft 8 in)
1.826 m(5 ft 11.88 in)
GROUND LINE
0.207 m
(8.14 in)
0.485 m
(1 ft 7.09 in)
AIRCRAFT
1.23 m(4 ft 0.42 in)
0.14 m(5.51 in)
1.761 m(5 ft 9.32 in)
84°
1.942 m(6 ft 4.45 in)
A
N_AC_020707_1_0030101_01_02
Doors ClearancesMain Landing Gear Doors
FIGURE 1
2-7-7Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
GROUND LINE1.268 m
(4 ft 1.92 in)
0.16 m(6.29 in)
1.761 m(5 ft 9.32 in)
0.485 m
(1 ft 7.09 in)
1.942 m(6 ft 4.45 in)
82.5°
NOTE: VALUE OF CG: 25% RC.
AIRCRAFT
A
16.227 m(53 ft 2.85 in)
2.23 m(7 ft 3.79 in)
A
N_AC_020707_1_0040101_01_02
Doors ClearancesMain Landing Gear Doors (Bogie)
FIGURE 2
2-7-7Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
2-7-8 Radome
**ON A/C A320-100 A320-200
Radome
1. This section gives the radome clearances.
2-7-8Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
0.63 m(2 ft 0.79 in)
STA 3500FR1
65°
(5 ft 0.62 in)1.54 m
N_AC_020708_1_0030101_01_00
Doors ClearancesRadome
FIGURE 1
2-7-8Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
2-7-9 APU and Nose Landing Gear Doors
**ON A/C A320-100 A320-200
APU and Nose Landing Gear Doors
1. This section gives APU and Nose Landing Gear doors clearances.
2-7-9Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
FR80
FR84
3.23
m(1
0 ft
7.16
in)
3.86
m(1
2 ft
7.96
in)
NOTE: VALUE OF CG: 25% RC.
1.5
m(4
ft 1
1 in
)
1.4
m(4
ft 7
.11
in)
N_AC_020709_1_0030101_01_00
Doors ClearancesAPU and Nose Landing Gear Doors
FIGURE 1
2-7-9Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
AIRPLANE PERFORMANCE
3-1-0 General Information
**ON A/C A320-100 A320-200
General Information
1. This section gives standard day temperatures.
Section 3-2 indicates payload range information at specific altitudes recommended for long rangecruise with a given fuel reserve condition.
Section 3-3 represents FAR take-off runway length requirements at ISA and ISA +15˚C (+59˚F) forCFM56-5A, CFM56-5B and IAE V2500 series engine conditions for FAA certification.
Section 3-4 represents FAR landing runway length requirements for FAA certification.
Section 3-5 indicates final approach speeds.
Standard day temperatures for the altitudes shown are tabulated below:
Standard day temperatures for the altitude
Altitude Standard Day Temperature
FEET METERS ˚F ˚C0 0 59.0 15.02000 610 51.9 11.14000 1219 44.7 7.16000 1829 37.6 3.18000 2438 30.5 -0.8
3-1-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
3-2-0 Payload / Range
**ON A/C A320-100 A320-200
Payload / Range
1. Payload / Range
3-2-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
3-2-1 ISA Conditions
**ON A/C A320-100 A320-200
ISA Conditions
1. This section gives the payload / range at ISA conditions.
3-2-1Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
20 10 0
(100
0 lb
)(1
000
kg)
PA
YLO
AD
TH
ES
E C
UR
VE
S A
RE
GIV
EN
FO
R IN
FO
RM
AT
ION
ON
LYT
HE
AP
PR
OV
ED
VA
LUE
S A
RE
ST
AT
ED
IN T
HE
"O
PE
RA
TIN
GM
AN
UA
LS"
SP
EC
IFIC
TO
TH
E A
IRLI
NE
OP
ER
AT
ING
TH
E A
IRC
RA
FT
.
NO
TE
:
50 40 30 20 10 00
1000
2000
3000
4000
7000
6000
4000
5000
3000
2000
1000
0R
AN
GE
(KM
)
RA
NG
E(N
M)
77t
73.5
t75.5
t
200
NM
(37
0 K
M)
DIV
ER
SIO
N30
MIN
UT
ES
HO
LD A
T 1
500
ftA
PP
RO
AC
H A
ND
LA
ND
ING
CR
UIS
E C
ON
DIT
ION
SIS
A +
10°
M =
0.7
635
000
/39
000
ft
INT
ER
NA
TIO
NA
L R
ES
ER
VE
S :
EN
RO
UT
E 1
0% F
LIG
HT
TIM
EO
VE
RS
HO
OT
150
PA
SS
EN
GE
RS
N_AC_030201_1_0060101_01_00
Payload / RangeCFM56-5A series engine
FIGURE 1
3-2-1Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
20 10 0
(100
0 lb
)(1
000
kg)
PA
YLO
AD
TH
ES
E C
UR
VE
S A
RE
GIV
EN
FO
R IN
FO
RM
AT
ION
ON
LYT
HE
AP
PR
OV
ED
VA
LUE
S A
RE
ST
AT
ED
IN T
HE
"O
PE
RA
TIN
GM
AN
UA
LS"
SP
EC
IFIC
TO
TH
E A
IRLI
NE
OP
ER
AT
ING
TH
E A
IRC
RA
FT
.
NO
TE
:
50 40 30 20 10 00
1000
2000
3000
4000
7000
6000
4000
5000
3000
2000
1000
0R
AN
GE
(KM
)
RA
NG
E(N
M)
73.5
t
77t
75.5
t
200
NM
(37
0 K
M)
DIV
ER
SIO
N30
MIN
UT
ES
HO
LD A
T 1
500
ftA
PP
RO
AC
H A
ND
LA
ND
ING
CR
UIS
E C
ON
DIT
ION
SIS
A +
10°
M =
0.7
635
000
/39
000
ft
INT
ER
NA
TIO
NA
L R
ES
ER
VE
S :
EN
RO
UT
E 1
0% F
LIG
HT
TIM
EO
VE
RS
HO
OT
150
PA
SS
EN
GE
RS
N_AC_030201_1_0070101_01_00
Payload / RangeCFM56-5B series engine
FIGURE 2
3-2-1Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
20 10 0
(100
0 lb
)(1
000
kg)
PA
YLO
AD
TH
ES
E C
UR
VE
S A
RE
GIV
EN
FO
R IN
FO
RM
AT
ION
ON
LYT
HE
AP
PR
OV
ED
VA
LUE
S A
RE
ST
AT
ED
IN T
HE
"O
PE
RA
TIN
GM
AN
UA
LS"
SP
EC
IFIC
TO
TH
E A
IRLI
NE
OP
ER
AT
ING
TH
E A
IRC
RA
FT
.
NO
TE
:
50 40 30 20 10 00
1000
2000
3000
4000
7000
6000
4000
5000
3000
2000
1000
0R
AN
GE
(KM
)
RA
NG
E(N
M)
77t
73.5
t
200
NM
(37
0 K
M)
DIV
ER
SIO
N30
MIN
UT
ES
HO
LD A
T 1
500
ftA
PP
RO
AC
H A
ND
LA
ND
ING
CR
UIS
E C
ON
DIT
ION
SIS
A +
10°
M =
0.7
635
000
/39
000
ft
INT
ER
NA
TIO
NA
L R
ES
ER
VE
S :
EN
RO
UT
E 1
0% F
LIG
HT
TIM
EO
VE
RS
HO
OT
150
PA
SS
EN
GE
RS
75.5
t
N_AC_030201_1_0080101_01_00
Payload / RangeIAE V2500-A1 series engine
FIGURE 3
3-2-1Page 4
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
20 10 0
(100
0 lb
)(1
000
kg)
PA
YLO
AD
TH
ES
E C
UR
VE
S A
RE
GIV
EN
FO
R IN
FO
RM
AT
ION
ON
LYT
HE
AP
PR
OV
ED
VA
LUE
S A
RE
ST
AT
ED
IN T
HE
"O
PE
RA
TIN
GM
AN
UA
LS"
SP
EC
IFIC
TO
TH
E A
IRLI
NE
OP
ER
AT
ING
TH
E A
IRC
RA
FT
.
NO
TE
:
50 40 30 20 10 00
1000
2000
3000
4000
7000
6000
4000
5000
3000
2000
1000
0R
AN
GE
(KM
)
RA
NG
E(N
M)
77t
73.5
t
200
NM
(37
0 K
M)
DIV
ER
SIO
N30
MIN
UT
ES
HO
LD A
T 1
500
ftA
PP
RO
AC
H A
ND
LA
ND
ING
CR
UIS
E C
ON
DIT
ION
SIS
A +
10°
M =
0.7
635
000
/39
000
ft
INT
ER
NA
TIO
NA
L R
ES
ER
VE
S :
EN
RO
UT
E 1
0% F
LIG
HT
TIM
EO
VE
RS
HO
OT
150
PA
SS
EN
GE
RS
75.5
t
N_AC_030201_1_0090101_01_00
Payload / RangeIAE V2500-A5 series engine
FIGURE 4
3-2-1Page 5
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
3-3-0 FAR / JAR Takeoff Weight Limitation
**ON A/C A320-100 A320-200
FAR / JAR Take-off Weight Limitation
1. FAR / JAR Take-off Weight Limitation
3-3-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
3-3-1 ISA Conditions
**ON A/C A320-100 A320-200
ISA Conditions
1. This section gives the take-off weight limitation at ISA conditions.
3-3-1Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
RUNWAY LENGTH
1000 ft
1000 m
THESE CURVES ARE GIVEN FOR INFORMATION ONLYTHE APPROVED VALUES ARE STATED IN THE "OPERATINGMANUALS" SPECIFIC TO THE AIRLINE OPERATING THE AIRCRAFT.
NOTE:
110
120
130
140
150
160
170
180
190
200
210
220
230
110
100
90
80
70
60
50
40
16141210864
54321
8
20
46
AIR
PO
RT
PR
ES
SU
RE
ALT
ITU
DE
(10
00 ft
)
1000 kg
TA
KE
−O
FF
WE
IGH
T
1000 lb
N_AC_030301_1_0050101_01_00
FAR / JAR Take-off Weight LimitationISA Conditions -- CFM56 series engine
FIGURE 1
3-3-1Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
RUNWAY LENGTH
1000 ft
1000 m
THESE CURVES ARE GIVEN FOR INFORMATION ONLYTHE APPROVED VALUES ARE STATED IN THE "OPERATINGMANUALS" SPECIFIC TO THE AIRLINE OPERATING THE AIRCRAFT.
NOTE:
110
120
130
140
150
160
170
180
190
200
210
220
230
110
100
90
80
70
60
50
40
16141210864
54321
46
8
02
N_AC_030301_1_0060101_01_00
AIR
PO
RT
PR
ES
SU
RE
ALT
ITU
DE
(10
00 ft
)
1000 kg
TA
KE
−O
FF
WE
IGH
T
1000 lb
FAR / JAR Take-off Weight LimitationISA Conditions -- IAE V2500 series engine
FIGURE 2
3-3-1Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
3-3-2 ISA +15˚C (+59˚F) Conditions
**ON A/C A320-100 A320-200
ISA +15˚C (+59˚F) Conditions
1. This section gives the take-off weight limitation at ISA +15˚C (+59˚F) conditions.
3-3-2Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
RUNWAY LENGTH
1000 ft
1000 m
THESE CURVES ARE GIVEN FOR INFORMATION ONLYTHE APPROVED VALUES ARE STATED IN THE "OPERATINGMANUALS" SPECIFIC TO THE AIRLINE OPERATING THE AIRCRAFT.
NOTE:
110
120
130
140
150
160
170
180
190
200
210
220
230
110
100
90
80
70
60
50
40
16141210864
54321
AIR
PO
RT
PR
ES
SU
RE
ALT
ITU
DE
(10
00 ft
)
1000 kg
TA
KE
−O
FF
WE
IGH
T
1000 lb
02468
N_AC_030302_1_0050101_01_00
FAR / JAR Take-off Weight LimitationISA +15˚C (+59˚F) Conditions -- CFM56 series engine
FIGURE 1
3-3-2Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
1000 ft
1000 m
8
6420
RUNWAY LENGTH
THESE CURVES ARE GIVEN FOR INFORMATION ONLYTHE APPROVED VALUES ARE STATED IN THE "OPERATINGMANUALS" SPECIFIC TO THE AIRLINE OPERATING THE AIRCRAFT.
NOTE:
110
100
90
80
70
60
50
40
16141210864
54321
110
120
130
140
150
160
170
180
190
200
210
220
230
N_AC_030302_1_0060101_01_00
AIR
PO
RT
PR
ES
SU
RE
ALT
ITU
DE
(10
00 ft
)
1000 kg
TA
KE
−O
FF
WE
IGH
T
1000 lb
FAR / JAR Take-off Weight LimitationISA +15˚C (+59˚F) Conditions -- IAE V2500 series engine
FIGURE 2
3-3-2Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
3-4-0 FAR / JAR Landing Field Length
**ON A/C A320-100 A320-200
FAR / JAR Landing Field Length
1. FAR / JAR Landing Field Length
3-4-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
3-4-1 ISA Conditions
**ON A/C A320-100 A320-200
ISA Conditions
1. This section gives the landing field length.
3-4-1Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
2.5
2.0
1.5 1
8 7 6 5 4 3
6080
100
120
140
160
180
9080
7060
5040
3020LE
NG
TH
(100
0 m
)
F.A
.R. L
AN
DIN
GT
HE
SE
CU
RV
ES
AR
E G
IVE
N F
OR
INF
OR
MA
TIO
N O
NLY
TH
E A
PP
RO
VE
D V
ALU
ES
AR
E S
TA
TE
D IN
TH
E "
OP
ER
AT
ING
MA
NU
ALS
" S
PE
CIF
IC T
O T
HE
AIR
LIN
E O
PE
RA
TIN
G T
HE
AIR
CR
AF
T.
NO
TE
:
GR
OS
S W
EIG
HT
(100
0 lb
)
GR
OS
S W
EIG
HT
(100
0 kg
)
(100
0 ft)
FA
R L
AN
DIN
G F
IELD
LE
NG
TH
= A
CT
UA
L D
IST
AN
CE
AIR
PO
RT
PR
ES
SU
RE
ALT
ITU
DE
(100
0 ft)
24
68
10
LEV
EL
N_AC_030401_1_0050101_01_00
0.6
SE
A
FAR / JAR Landing Field LengthCFM56 series engine
FIGURE 1
3-4-1Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
2.5
2.0
1.5 1
8 7 6 5 4 3
6080
100
120
140
160
180
9080
7060
5040
3020LE
NG
TH
(100
0 m
)
F.A
.R. L
AN
DIN
GT
HE
SE
CU
RV
ES
AR
E G
IVE
N F
OR
INF
OR
MA
TIO
N O
NLY
TH
E A
PP
RO
VE
D V
ALU
ES
AR
E S
TA
TE
D IN
TH
E "
OP
ER
AT
ING
MA
NU
ALS
" S
PE
CIF
IC T
O T
HE
AIR
LIN
E O
PE
RA
TIN
G T
HE
AIR
CR
AF
T.
NO
TE
:
GR
OS
S W
EIG
HT
(100
0 lb
)
GR
OS
S W
EIG
HT
(100
0 kg
)
(100
0 ft)
FA
R L
AN
DIN
G F
IELD
LE
NG
TH
= A
CT
UA
L D
IST
AN
CE
AIR
PO
RT
PR
ES
SU
RE
ALT
ITU
DE
(100
0 ft)
24
68
100.
6
N_AC_030401_1_0060101_01_00
LEV
EL
SE
A
FAR / JAR Landing Field LengthIAE V2500 series engine
FIGURE 2
3-4-1Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
3-5-0 Final Approach Speed
**ON A/C A320-100 A320-200
Final Approach Speed
1. This section gives the final approach speed.
3-5-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
C.A
.S (
Kts
)
TH
ES
E C
UR
VE
S A
RE
GIV
EN
FO
R IN
FO
RM
AT
ION
ON
LYT
HE
AP
PR
OV
ED
VA
LUE
S A
RE
ST
AT
ED
IN T
HE
"O
PE
RA
TIN
GM
AN
UA
LS"
SP
EC
IFIC
TO
TH
E A
IRLI
NE
OP
ER
AT
ING
TH
E A
IRC
RA
FT
.
NO
TE
:
GR
OS
S W
EIG
HT
(100
0 lb
)
GR
OS
S W
EIG
HT
(100
0 kg
)
170
160
150
140
130
120
110
100 60
8010
012
014
016
018
020
0
2030
4050
6070
8090
100
LAN
DIN
G G
EA
R E
XT
EN
DE
DS
LAT
S 2
7 D
EG
.F
LAP
S 3
5 D
EG
.S
EA
LE
VE
L
N_AC_030500_1_0050101_01_00
Final Approach SpeedCFM56 series engine
FIGURE 1
3-5-0Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
I.A.S
(K
ts)
TH
ES
E C
UR
VE
S A
RE
GIV
EN
FO
R IN
FO
RM
AT
ION
ON
LYT
HE
AP
PR
OV
ED
VA
LUE
S A
RE
ST
AT
ED
IN T
HE
"O
PE
RA
TIN
GM
AN
UA
LS"
SP
EC
IFIC
TO
TH
E A
IRLI
NE
OP
ER
AT
ING
TH
E A
IRC
RA
FT
.
NO
TE
:
GR
OS
S W
EIG
HT
(100
0 lb
)
GR
OS
S W
EIG
HT
(100
0 kg
)
170
160
150
140
130
120
110
100 60
8010
012
014
016
018
020
0
2030
4050
6070
8090
100
LAN
DIN
G G
EA
R E
XT
EN
DE
DS
LAT
S 2
7 D
EG
.F
LAP
S 4
0 D
EG
.S
EA
LE
VE
L
N_AC_030500_1_0060101_01_00
Final Approach SpeedIAE V2500 series engine
FIGURE 2
3-5-0Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
GROUND MANEUVERING
4-1-0 General Information
**ON A/C A320-100 A320-200
General Information
1. This section provides airplane turning capability and maneuvering characteristics.
For ease of presentation, this data has been determined from the theoretical limits imposed by thegeometry of the aircraft, and where noted, provides for a normal allowance for tire slippage. As such,it reflects the turning capability of the aircraft in favorable operating circumstances. This data shouldonly be used as guidelines for the method of determination of such parameters and for themaneuvering characteristics of this aircraft type.
In the ground operating mode, varying airline practices may demand that more conservative turningprocedures be adopted to avoid excessive tire wear and reduce possible maintenance problems. Airlineoperating techniques will vary in the level of performance, over a wide range of operatingcircumstances throughout the world. Variations from standard aircraft operating patterns may benecessary to satisfy physical constraints within the maneuvering area, such as adverse grades, limitedarea or high risk of jet blast damage. For these reasons, ground maneuvering requirements should becoordinated with the using airlines prior to layout planning.
4-1-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
4-2-0 Turning Radii
**ON A/C A320-100 A320-200
Turning Radii
1. This section gives the turning radii.
4-2-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
128.3
R1
17.43
STEERINGANGLE (°)
57.230
35
40
45
50
55
60
65
70
R2 R3 R4 R5 R6
44.6
34.8
26.8
20.1
14.4
9.3
4.7
0.5
111.485.5 26.36 84.1 25.64 39.1 92.4 28.16 33.96
mft mft mft mft mft mft
115.713.59 101.273.9 22.51 73.5 22.40 35.28 83.0 25.29 30.86
106.010.60 93.764.1 19.53 65.7 20.02 32.32 76.3 23.25 28.56
98.18.18 87.956.1 17.10 58.9 18.24 29.92 71.4 21.76 26.81
96.16.14 83.449.4 15.07 55.3 16.86 27.90 67.7 20.65 25.42
85.94.39 79.743.7 13.31 51.8 15.79 26.17 65.0 19.80 24.29
80.82.83 76.638.6 11.76 49.1 14.95 24.64 62.9 19.16 23.36
76.31.43 74.134.0 10.36 47.0 14.31 23.26 61.2 18.67 22.58
72.20.14 71.929.7 9.06 45.3 13.81 21.99 60.0 18.3 21.91
30°
35°
50°55°60°
NOTE:GREATER THAN VALUES SHOWN SINCETIRE SLIPPAGE IS NOT CONSIDERED INTHESE CALCULATIONS.
ACTUAL OPERATING DATA MAY BE
ANGLE NORMALLYALLOWS AIRCRAFT TOPIVOT AROUND THIS POINT
FULL STEERING
R1
R2R3
R5
R4
R6
45°
40°
65°70°
N_AC_040200_1_0050101_01_00
Turning Radii, no Slip AngleTurning Radii, no Slip Angle -- Dual Landing Gear
FIGURE 1
4-2-0Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
128.3
R1
17.55
STEERINGANGLE (°)
57.630
35
40
45
50
55
60
65
70
R2 R3 R4 R5 R6
45.0
35.2
27.2
20.6
14.8
9.7
5.1
0.9
111.486.1 26.23 84.1 25.64 39.1 92.4 28.16 33.96
mft mft mft mft mft mft
115.713.71 101.273.5 22.39 73.5 22.40 35.28 83.0 25.29 30.86
106.010.72 93.763.7 19.40 65.7 20.02 32.32 76.3 23.25 28.56
98.18.3 87.955.7 16.98 58.9 18.24 29.92 71.4 21.76 26.81
96.16.27 83.449.0 14.95 55.3 16.86 27.90 67.7 20.65 25.42
85.94.51 79.743.3 13.19 51.8 15.79 26.17 65.0 19.80 24.29
80.82.96 76.638.2 11.64 49.1 14.95 24.64 62.9 19.16 23.36
76.31.55 74.133.6 10.23 47.0 14.31 23.26 61.2 18.67 22.58
72.20.26 71.929.3 8.94 45.3 13.81 21.99 60.0 18.3 21.91
30°
35°
40°
45°
50°
55°60°65°
NOTE:GREATER THAN VALUES SHOWN SINCETIRE SLIPPAGE IS NOT CONSIDERED INTHESE CALCULATIONS.
ACTUAL OPERATING DATA MAY BE
ANGLE NORMALLYALLOWS AIRCRAFT TOPIVOT AROUND THIS POINT
FULL STEERING
R1
R3
R5R6
R4
R2
70°
N_AC_040200_1_0060101_01_01
Turning Radii, no Slip AngleTurning Radii, no Slip Angle -- Bogie Landing Gear
FIGURE 2
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
4-3-0 Minimum Turning Radii
**ON A/C A320-100 A320-200
Minimum Turning Radii
1. This section gives the minimum turning radii.
4-3-0Page 1
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
MEASURED FROM OUTSIDEFACE OF TIRE
NOSE GEAR RADII TRACK
SLOW CONTINUOUS TURNING.APPROXIMATELY IDLE THRUSTON ALL ENGINES.NO DIFFEREN.
FOR MINIMUM TURNING RADIUS.THEORETICAL CENTER OF TURN
TIAL BRAKING.
EFFECTIVETURN ANGLE
70°
X Y A* R3 R4 R5 R6
71.960.072.245.375.115.141.5
21.9118.3021.9913.8122.94.6012.64
* FOR DUAL L/G.FOR BOGIE L/G. A = 22.75 m (74.64 ft)
X
R3
R5
R6
OUTSIDE FACE OF TIRE
R4
Y
PAVEMENTWIDTH FOR180° TURN
MINIMUM
EFFECTIVETURN
STEERINGANGLE 57° A
m
(ft)
N_AC_040300_1_0030101_01_00
Minimum Turning RadiiFIGURE 1
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
4-4-0 Visibility from Cockpit in Static Position
**ON A/C A320-100 A320-200
Visibility from Cockpit in Static Position
1. This section gives the visibility from cockpit in static position.
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
133°
133°
111°
111°
2.405 m(7 ft 10.7 in)
12.54 m(41 ft 1.7 in)
5.07 m(16 ft 7.56 in)
3.91 m(12 ft 9.84 in)
0.53 m(1 ft 8.76 in)
4.56 m(14 ft 11.52 in)
46°30’
32°30’
33°
27°30’ 27°30’
33°
46°30’
32°30’
33°
20°
NOTE:PILOT’S EYE POSITION
N_AC_040400_1_0030101_01_00
Visibility from Cockpit in Static PositionFIGURE 1
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
4-5-0 Runway and Taxiway Turn Paths
**ON A/C A320-100 A320-200
Runway and Taxiway Turn Paths
1. Runway and Taxiway Turn Paths.
4-5-0Page 1
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
4-5-1 135˚ Turn - Runway to Taxiway
**ON A/C A320-100 A320-200
135˚ Turn - Runway to Taxiway
1. This section gives the 135˚ turn - runway to taxiway.
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
9 m(29 ft 6 in)
7.63 m(25 ft)
22.86 m(75 ft)
R = 30.48 m(100 ft)
NOSE GEAR TRACK
45.72 m NOSE GEAR STEERING ANGLE 20°
45°
NOTE: COORDINATE WITH USING AIRLINE FORSPECIFIC PLANNED OPERATING PROCEDURES
(150 ft)
N_AC_040501_1_0040101_01_00
135˚ Turn - Runway to TaxiwayFIGURE 1
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
4-5-2 90˚ Turn - Runway to Taxiway
**ON A/C A320-100 A320-200
90˚ Turn - Runway to Taxiway
1. This section gives the 90˚ turn - runway to taxiway.
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
NOSE GEAR TRACK
NOSE GEAR STEERING ANGLE 20°
7.63 m(25 ft)
22.86 m(75 ft)
R = 30.48 m(100 ft)
NOTE: COORDINATE WITH USING AIRLINE FORSPECIFIC PLANNED OPERATING PROCEDURES
90°
45.72 m(150 ft)
N_AC_040502_1_0040101_01_00
90˚ Turn - Runway to TaxiwayFIGURE 1
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
4-5-5 90˚ Turn - Taxiway to Taxiway
**ON A/C A320-100 A320-200
90˚ Turn - Taxiway to Taxiway
1. This section gives the 90˚ turn - taxiway to taxiway.
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
NOSE GEAR TRACK7.63 m(25 ft)
22.86 m(75 ft)
22.86 m(75 ft)
90°
R = 30.48 m(100 ft)
NOSE GEAR STEERING ANGLE 20°
NOTE: COORDINATE WITH USING AIRLINE FORSPECIFIC PLANNED OPERATING PROCEDURES
N_AC_040505_1_0020101_01_00
90˚ Turn - Taxiway to TaxiwayFIGURE 1
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
4-6-0 Runway Holding Bay (Apron)
**ON A/C A320-100 A320-200
Runway Holding Bay (Apron)
1. This section gives the runway holding bay (Apron).
4-6-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
6.1 m(20 ft)
R = 30.48 m
(100 ft )
6.1 m(20 ft)
12.2 m(40 ft)
68 m(223 ft 1.2 in)
45.72 m(150 ft)
NOSE GEAR STEERING ANGLE 20°
22.86 m(75 ft)
NOTE: COORDINATE WITH USING AIRLINE FORSPECIFIC PLANNED OPERATING PROCEDURES
N_AC_040600_1_0030101_01_00
Runway Holding Bay (Apron)FIGURE 1
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
TERMINAL SERVICING
5-0-0 TERMINAL SERVICING
**ON A/C A320-100 A320-200
Terminal Servicing
1. GeneralThis chapter provides typical ramp layouts, corresponding minimum turnaround time estimations,locations of ground service points and service requirements.The information given in this chapter reflects ideal conditions. Actual ramp layouts and servicerequirements may vary according to local regulations, airline procedures and the airplane condition.- Section 5.1 shows typical ramp layouts for passenger aircraft at the gate or on an open apron.- Section 5.2 shows the minimum turnaround schedules for full servicing arrangements.- Section 5.3 shows the minimum turnaround schedule for reduced servicing arrangements.- Section 5.4 gives the locations of ground service connections, the standard of connections used
and typical capacities and requirements.- Section 5.5 provides the engine starting pneumatic requirements for different engine types and
different ambient temperatures.- Section 5.6 provides the air conditioning requirements for heating and cooling (pull-down and
pull-up) using ground conditioned air for different ambient temperatures.- Section 5.7 provides the air conditioning requirements for heating and cooling to maintain a
constant cabin air temperature using low pressure conditioned air.- Section 5.8 shows the ground towing requirements taking into account different ground surface
and aircraft conditions.
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
5-1-0 Airplane Servicing Arrangements
**ON A/C A320-100 A320-200
Airplane Servicing Arrangements
1. GeneralThis chapter provides typical ramp layouts, showing the various GSE items in position during typicalturnaround scenarios for the passenger aircraft.
These ramp layouts show typical arrangements only. Each operator will have its own specificrequirements/regulations for the positioning and operation on the ramp.
The associated turnaround chart for full servicing is given in section 5.2.The associated turnaround chart for minimum servicing arrangement is given in section 5.3.
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
5-1-1 Symbols Used on Servicing Diagrams
**ON A/C A320-100 A320-200
Symbols Used on Servicing Diagrams
1. This table gives the symbols used on servicing diagrams.
Ground Support Equipment
AC AIR CONDITIONING UNITAS AIR STARTING UNITBULK BULK TRAINCAT CATERING TRUCKCB CONVEYOR BELTCLEAN CLEANING TRUCKFUEL FUEL HYDRANT DISPENSER or TANKERGPU GROUND POWER UNITLD CL LOWER DECK CARGO LOADERLV LAVATORY VEHICLEPBB PASSENGER BOARDING BRIDGEPS PASSENGER STAIRSTOW TOW TRACTORULD ULD TRAINWV POTABLE WATER VEHICLE
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
5-1-2 Typical Ramp Layout - Aircraft at the Gate
**ON A/C A320-100 A320-200
Aircraft at the Gate
1. This section gives the typical servicing arrangement for pax version (Passenger Bridge).
5-1-2Page 1
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
2 40 12 180 66SCALE FEETSCALE METERS
GPU
BULK
FUEL
AS
LV
ULD
WV
AC
TOW
CB
LD CL
CATPBB
LD CL
CAT
ULD
N_AC_050102_1_0030101_01_02
Aircraft at the GateFIGURE 1
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
5-1-3 Typical Ramp Layout - Aircraft at an Open Apron
**ON A/C A320-100 A320-200
Aircraft at an Open Apron
1. This section gives the typical servicing arrangement for pax version (Open Apron).
5-1-3Page 1
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
N_AC_050103_1_0020101_01_02
6 12 180 0SCALE METERS
2 4 6SCALE FEETS
BULK
FUEL
LV
AC
GPU
CAT
WV
CATPS
CB
TOW AS
CB
PS
BULK
Aircraft at an Open ApronAircraft at an Open Apron (Bulk Loading)
FIGURE 1
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
6 12 180 0SCALE METERS
2 4 6SCALE FEETS
LV
PS
WV
AC
PS
TOW
GPU
AS
CAT
LD CL
LD CL
CAT
CB
BULK
FUEL
ULD
ULD
N_AC_050103_1_0070101_01_01
Aircraft at an Open ApronAircraft at an Open Apron (ULD Loading)
FIGURE 2
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
5-2-0 Terminal Operations - Full Servicing Turnaround
**ON A/C A320-100 A320-200
Terminal Operations - Full Servicing Turnaround
1. This section provides a chart showing typical activities for full servicing turnaround.
These data are provided to show the general scope and type of activities involved in ramp operationsduring the turnaround of an aircraft.
Varying airline practices and operating circumstances may result in different sequences and differenttime intervals to do the activities shown.
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
5-2-1 Full Servicing Turnaround Charts
**ON A/C A320-100 A320-200
Full Servicing Turnaround Charts
1. Assumptions for 48 minutes turnaround chart - Full Servicing.
Please note this turnaround time is an assumption regarding a given example.
A. Passenger handling: 150 pax / 1 bridge
(1) Deboarding- 1L:150- 2L:0- Deboarding rate: 22 pax / min per door.- No PRM
(2) Boarding- 1L:150- 2L:0- Boarding rate: 18 pax / min per door.- No PRM
B. Catering: R1 - R 2 / sequential- Galley M1: 4 FSTE- Galley M2: 7 FSTE
C. Cleaning: Time available
D. Security/Safety checks: Yes (4 min each)- Cabin crew change: Yes (4 min)
E. Cargo- 2 Cargo loaders- 1 Belt loader- 1 operator / BL- No sliding carpet- FWD compartment : 3 LD3- AFT compartment : 4 LD3- Bulk in bulk CC: 1000 kg
F. Refuel: 5.6 tons, 7134 (l), 2 hoses (1 side)
G. Water servicing: 100%
H. Toilet servicing: 100%
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
SECURITY CHECK/SAFETY
CATERING AT DOOR R1
CATERING AT DOOR R2
CLEANING
CARGO FWD CC
CARGO AFT CC
BULK CC
REFUELLING
POTABLE WATERSERVICING
TOILET SERVICING
DEBOARDING/BOARDINGAFT DOOR
HEADCOUNTING
TASK NAMEELAPSED TIME IN MINUTES
DEBOARDING/BOARDINGFORWARD DOOR
ID
2
3
4
5
6
7
8
10
11
12
13
9
1
2 4 6 8 10 12 14 16 18 20 2224 26 28 30 32 3436 38 40 42 44 46 48
60
0to50
AVAILABLE TIME
GSE POSITIONING
ACTIVITY
TRT: 48 min
N_AC_050201_1_0050101_01_02
Turnaround StationsFull Servicing (48 Min.)
FIGURE 1
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
5-3-0 Terminal Operation - Minimum Servicing Turnaround
**ON A/C A320-100 A320-200
Terminal Operation
1. This section provides a chart showing typical activities for minimum servicing turnaround.
These data are provided to show the general scope and type of activities involved in ramp operationsduring the turnaround of an aircraft.
Varying airline practices and operating circumstances may result in different sequences and differenttime intervals to do the activities shown.
5-3-0Page 1
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
5-3-1 Minimum Servicing Turnaround Chart
**ON A/C A320-100 A320-200
Minimum Servicing Turnaround Chart
1. Assumptions for 23 minutes turnaround chart - Minimum Servicing.
Please note this turnaround time is an assumption regarding a given example.
A. Passenger handling: 180 pax / 2 stairways
(1) Deboarding- 1L:90- 2L:90- Deboarding rate: 20 pax / min per door.- No PRM
(2) Boarding- 1L:90- 2L:90- Boarding rate: 15 pax / min per door.- No PRM
B. Catering: No- Galley M1:- Galley M2:
C. Cleaning: No
D. Security/Safety checks: Yes (4 min each)- Cabin crew change: No
E. Cargo- 2 Cargo loaders- 1 Belt loader- 1 operator / BL- No sliding carpet- FWD compartment bulk: 3 LD3- AFT compartment bulk: 4 LD3- Bulk in bulk CC: 1000 kg
F. Refuel: 5.6 tons, 7134 (l), 2 hoses (1 side)
G. Water servicing: 0%:
H. Toilet servicing: 0%
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
SECURITY CHECK/SAFETY
CATERING AT DOOR R1
CATERING AT DOOR R2
CLEANING
CARGO FWD CC
CARGO AFT CC
BULK CC
REFUELLING
POTABLE WATERSERVICING
TOILET SERVICING
DEBOARDING/BOARDINGAFT DOOR
HEADCOUNTING
DEBOARDING/BOARDINGFORWARD DOOR
2
3
4
5
6
7
8
10
11
12
13
9
1
TASK NAMEELAPSED TIME IN MINUTES
ID 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
30
0to25
GSE POSITIONING
ACTIVITY
TRT: 23 min
N_AC_050301_1_0030101_01_02
Turnaround StationsMinimum Servicing (23 Min.)
FIGURE 1
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
5-4-0 Ground Service Connections
**ON A/C A320-100 A320-200
Ground Service Connections
1. Ground Service Connections.
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
5-4-1 Ground Service Connections Layout
**ON A/C A320-100 A320-200
Ground Service Connections Layout
1. This section gives the ground service connections layout.
Ground Service Connections Layout
1 -- GROUND ELECTRICAL POWER RECEPTABLE2 -- TOILET SERVICING3 -- WATER FILLING AND DRAINAGE4 -- IDG OIL FILLING CONNECTOR5 -- ENGINE OIL FILLING CONNECTOR6 -- HYDRAULIC7 -- APU OIL FILLING CONNECTOR8 -- GROUND SERVICE CONDITIONED AIR CONNECTOR9 -- GROUND AIR CONDITIONING AND AIR START CONNECTOR10 -- GRAVITY FILLING PANELS
11 -- REFUEL/DEFUEL CONNECTOR
12 -- REFUEL/DEFUEL PANEL
13 -- AIRCRAFT GROUNDING
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
1 2 13 3 4 5 13 6 3 7
8 9 12 11 10
1 2 3 8
11
10
6 3 7
212
10
11
9
N_AC_050401_1_0050101_01_00
Ground Service ConnectionsGround Service Connections Layout
FIGURE 1
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
5-4-2 Grounding Points
**ON A/C A320-100 A320-200
Grounding Points
1. Grounding Points.
DISTANCE: Meters (ft)
FROM AIRPLANE CENTERLINEAFT OF NOSE
R SIDE L SIDE
MEAN HEIGHTFROM
GROUNDOn Nose Landing Gearleg:
5.07 m(16.63 ft) on centerline
0.94 m(3.08 ft)
On left Main LandingGear leg:
20.25 m(66.44 ft)
3.79 m(12.43 ft)
1.07 m(3.51 ft)
On right Main LandingGear leg:
20.25 m(66.44 ft)
3.79 m(12.43 ft)
1.07 m(3.51 ft)
A. The grounding stud on each landing gear leg is designed for use with a clip-on connector (suchas Appleton TGR).
B. The grounding studs are used to connect the aircraft to an approved ground connection on theramp or in the hangar for:- refuel/defuel operations,- maintenance operations,- bad weather conditions.
NOTE : In all other conditions, the electrostatic discharge through the tyre is sufficient.
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
(2)(1)
GROUND CABLE(OPTIONAL)
LANDINGGEAR
NOSE LANDING GEAR
MAIN LANDING GEAR
(1)
A
A
A
(1)
N_AC_050402_1_0050101_01_00
Ground Service ConnectionsGrounding Points
FIGURE 1
5-4-2Page 2
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
NOTE: R SIDE SYMMETRICAL
A
FWD
A
FOR SPECIFICATIONS REFERTO FLIGHT MANUAL
B
B
RIB20
RIB19
N_AC_050402_1_0060101_01_00
A
Ground Service ConnectionsGrounding Points
FIGURE 2
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
5-4-3 Hydraulic System
**ON A/C A320-100 A320-200
Hydraulic System
1. Access.
POSITION FROM AIRCRAFTCENTERLINE
ACCESSAFT OF NOSE
m (ft) RH SIDEm (ft)
LH SIDEm (ft)
MEAN HEIGHTFROM
GROUNDm (ft)
Green System:Access door 197CB
19.17(62.89)
1.27(4.17)
1.76(5.77)
Yellow System:Access door 198CB
19.17(62.89)
1.27(4.17)
1.76(5.77)
Blue System:Access door 197EB
20.22(66.34)
1.27(4.17)
1.76(5.77)
NOTE : Distances are approximate.
2. Reservoir Pressurization.On the air pressurization manifold:
POSITION FROM AIRCRAFTCENTERLINE
ACCESSAFT OF NOSE
m (ft) RH SIDEm (ft)
LH SIDEm (ft)
MEAN HEIGHTFROM
GROUNDm (ft)
Access door 195AB15.65(51.35)
0.25(0.82)
1.74(5.71)
NOTE : Distances are approximate.- One 1/4 in. AEROQUIP AE 96994E self-sealing connection common to the 3 reservoirs.
3. Accumulator Charging.Four (MS28889-1) connections (one for each accumulator) for:
POSITION FROM AIRCRAFTCENTERLINE
ACCESSAFT OF NOSE
m (ft) RH SIDEm (ft)
LH SIDEm (ft)
MEAN HEIGHTFROM
GROUNDm (ft)
Yellow Systemaccumulator:Access door 196BB
16.1(52.82)
0.25(0.82)
1.99(6.53)
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
POSITION FROM AIRCRAFTCENTERLINE
ACCESSAFT OF NOSE
m (ft) RH SIDEm (ft)
LH SIDEm (ft)
MEAN HEIGHTFROM
GROUNDm (ft)
Green Systemaccumulator:Left MLG door
16.77(55.02)
0.25(0.82)
3.2(10.5)
Blue Systemaccumulator:Access door 195BB
18.2(59.71)
0.25(0.82)
1.99(6.53)
Yellow System brakingaccumulator:Access door 196BB
16.1(52.82)
0.76(2.49)
1.74(5.71)
NOTE : Distances are approximate.
4. Reservoir Filling.On the Green system ground service panel:
POSITION FROM AIRCRAFTCENTERLINE
ACCESSAFT OF NOSE
m (ft) RH SIDEm (ft)
LH SIDEm (ft)
MEAN HEIGHTFROM
GROUNDm (ft)
Access door 197CB19.17(62.89)
1.27(4.17)
1.76(5.77)
NOTE : Distances are approximateOne 1/4 in. AEROQUIP AE96993E self-sealing connection for pressurized supply.One handpump filling connection for unpressurized (suction) supply.
5. Reservoir Drain.On 3/8 in. self-sealing connection on reservoir for:
POSITION FROM AIRCRAFTCENTERLINE
ACCESSAFT OF NOSE
m (ft) RH SIDEm (ft)
LH SIDEm (ft)
MEAN HEIGHTFROM
GROUNDm (ft)
Yellow System:Access door 196BB -198CB
16.1(52.82)
1.43(4.69)
1.90(6.23)
Green System:Left MLG door
16.77(55.02)
1.27(4.17)
2.61(8.56)
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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
POSITION FROM AIRCRAFTCENTERLINE
ACCESSAFT OF NOSE
m (ft) RH SIDEm (ft)
LH SIDEm (ft)
MEAN HEIGHTFROM
GROUNDm (ft)
Blue SystemAccess door 197EB
20.22(66.34)
1.27(4.17)
1.76(5.77)
NOTE : Distances are approximate.On 3/8 in. self-sealing connection for the Blue system on:- Blue system ground service panel.
6. Ground Test.On each ground service panel:- One self-sealing connector AE80532N (suction).- One self-sealing connector AE80531K (delivery).
5-4-3Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
RESERVOIR FILL SYSTEMHAND PUMP FILL CONNECTION
GROUND TESTPRESSURE
CONNECTION
GROUND TESTSUCTION
CONNECTIONRESERVOIR FILLCONNECTION
AE96993GM
GROUND SUPPLY
AE80531K AE80532N
1698GM
1008GM 1007GM 1006GM
197CB
A
AN_AC_050403_1_0040101_01_00
Hydraulic SystemGreen System Ground Service Panel
FIGURE 1
5-4-3Page 4
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
GROUND CONNECTIONSUCTION
GROUNDCONNECTION
DELIVERY
AE80531K
AE80532N
2006GM
2008GM
A
Z197
A
N_AC_050403_1_0050101_01_00
Hydraulic SystemBlue System Ground Service Panel
FIGURE 2
5-4-3Page 5
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
GROUND TESTPRESSURE CONNECTION
GROUND TESTSUCTION CONNECTION
AE80531K AE80532N
A
A
3008GM 3006GM
198CB
N_AC_050403_1_0060101_01_00
Hydraulic SystemYellow System Ground Service Panel
FIGURE 3
5-4-3Page 6
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
5-4-4 Electrical System
**ON A/C A320-100 A320-200
Electrical System
1. Electrical System.This chapter gives data related to the location of the ground service connections.
POSITION FROM AIRCRAFTCENTERLINE
ACCESSAFT OF NOSE
m (ft) RH SIDEm (ft)
LH SIDEm (ft)
MEAN HEIGHTFROM
GROUNDm (ft)
A/C External Power:Access door 121AL
2.55(8.37) on centerline
2(6.56)
NOTE : Distances are approximate.
2. Technical SpecificationsThis chapter gives data related to the location of the ground service connections.
A. External Power Receptacle:- One MS90362-3 receptacle - 90 KVA.
B. Power Supply:- Three-phase, 400 Hz, 115/200V
C. Electrical connectors for servicing- AC outlets: Hubbel 5258- DC outlets: Hubbel 7472- Vacuum cleaner outlets: Hubbel 5258
5-4-4Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
108VU
A
N_AC_050404_1_0010101_01_01
A
121AL
Ground Service ConnectionsExternal Power Receptacles
FIGURE 1
5-4-4Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
5-4-5 Oxygen System
**ON A/C A320-100 A320-200
Oxygen System
1. Oxygen System.
DISTANCE: Meters (ft)
FROM AIRPLANE CENTERLINE
AFT OF NOSER SIDE L SIDE
MEANHEIGHTFROM
GROUNDOne service connection(external charging in theavionics compartment)MS22066 Std.
3.45 m(11.32 ft)
1.15 m(3.77 ft)
2.60 m(8.53 ft)
3/8” UNF × 24 TPI
Nominal pressure: 1850 psi (127.55 bar)
Max fill pressure: 2035 psi (140.31 bar)
NOTE : Internal charging connection provided.
5-4-5Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
5-4-6 Fuel System
**ON A/C A320-100 A320-200
Fuel System
1. Refuel/Defuel Couplings.This chapter gives data related to the location of the ground service connections.
POSITION FROM AIRCRAFTCENTERLINE
ACCESSAFT OF NOSE
m (ft) RH SIDEm (ft)
LH SIDEm (ft)
MEAN HEIGHTFROM
GROUNDm (ft)
Refuel/DefuelIntegrated Panel:Access door 192MB
16.4(53.81)
1.8(5.91
1.8(5.91)
Refuel/defuel coupling,LeftAccess Door 522HB(Optional)
17.2(56.43)
10(32.81)
3.5(11.48)
Refuel/defuel coupling,RightAccess Door 622HB
17.2(56.43)
10(32.81)
3.5(11.48)
Gravity Refuel Coupling19.1(62.66)
12.4(40.68)
12.4(40.68)
3.7(12.14)
NOTE : Distances are approximate.
2. Technical SpecificationsThis chapter gives data related to the specifications of the ground service connections.
A. Refuel/defuel couplings:- Right wing: one standard ISO R45, 2.5in.- Left wing: one optional standard ISO R45, 2.5 in.
B. Refuel pressure:- Maximum pressure: 3.45 bar (50 psi)
C. Refuel Flow:- 1400 l/minute (369.84 US gal/minute)
5-4-6Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
REFUEL/DEFUELCONTROL PANEL
NOTE: STANDARD CONFIGURATION OF REFUEL/DEFUEL PANEL.
A
FUELkg x 1000
QTY
RIGHTCTRLEFT
LEFT CTR RIGHT
LVLHI
OPEN
NORM
SHUT
OPEN
NORM
SHUT
REFUEL VALVESOPEN
NORM
SHUT
BATT POWERTESTHI LVL ON
OPEN LTS NORM
MODE SELECTREFUEL
OFF
DEFUEL / XFR
kg x 1000
PRESELECTED
DEC INC
ACTUALREFUEL
CKPT END
A
N_AC_050406_1_0010101_01_00
Ground Service ConnectionsRefuel/Defuel Panel
FIGURE 1
5-4-6Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
RIB15
RIB14
A
41QM
40QM
LEADINGEDGE
WING FRONTSPAR
A
N_AC_050406_1_0020101_01_00
Ground Service ConnectionsRefuel/Defuel Couplings
FIGURE 2
5-4-6Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
RIB19
RIB20
A
ADAPTER(REF ONLY)
GROUND CONNECTION(REF ONLY)
44QM
(45QM)
AFWD
N_AC_050406_1_0030101_01_00
Ground Service ConnectionsGravity Refuel Couplings
FIGURE 3
5-4-6Page 4
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
5-4-7 Pneumatic System
**ON A/C A320-100 A320-200
Pneumatic System
1. High Pressure Air Connectors.This chapter gives data related to the location of the ground service connections.
POSITION FROM AIRCRAFTCENTERLINEAFT OF NOSE
m (ft) RH SIDEm (ft)
LH SIDEm (ft)
MEAN HEIGHTFROM
GROUNDm (ft)
HP ConnectorAccess door 191DB
12.98(42.59)
0.84(2.76)
1.76(5.77)
NOTE : Distances are approximate.
A. Connector:- One standard 3 in. ISO TC20 connection (MS33740) for engine starting and cabin air
preconditioning (HP) installed on the left side of the belly fairing
2. Low Pressure Air Connectors.This chapter gives data related to the location of the ground service connections.
POSITION FROM AIRCRAFTCENTERLINEAFT OF NOSE
m (ft) RH SIDEm (ft)
LH SIDEm (ft)
MEAN HEIGHTFROM
GROUNDm (ft)
LP ConnectorAccess door 191CB
12.45(40.85)
1.11(3.64)
1.73(5.68)
NOTE : Distances are approximate.
A. Connector:- One standard 8 in. connection (SAE AS4262 type B) for cabin air preconditioning (LP)
installed on the left side of the belly fairing
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May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
5-4-8 Potable Water System
**ON A/C A320-100 A320-200
Potable Water System
1. Potable Water Ground Service Panel.
POSITION FROM AIRCRAFTCENTERLINE
ACCESSAFT OF NOSE
m (ft) RH SIDEm (ft)
LH SIDEm (ft)
MEAN HEIGHTFROM GROUND
m (ft)
Potable WaterGround ServicePanel:Access door 171AL:
31.3(102.69)
0.3(0.98)
2.6(8.53)
NOTE : Distances are approximate
2. Potable Water Ground Drain Panel.
POSITION FROM AIRCRAFTCENTERLINE
ACCESSAFT OF NOSE
m (ft) RH SIDEm (ft)
LH SIDEm (ft)
MEAN HEIGHTFROM GROUND
m (ft)
Potable WaterGround ServicePanel:Access door 133AL
11.8(38.71)
0.15(0.49)
1.75(5.74)
Potable WaterGround ServicePanel:Access door 192NB
12.5(41.01)
0.51(1.67)
1.75(5.74)
NOTE : Distances are approximate
3. Technical Specifications
A. Connectors:
(1) On the potable ground service panel (Access Door 171AL)- Fill/Drain Nipple 3/4 in (ISO 17775).- One ground pressurization connector.
(2) On drain panel (Access Door 133AL)- Drain Nipple 3/4 in (ISO 17775)
5-4-8Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
B. Usable capacity:- Standard configuration - one tank:200 l (52.83 US gal)
C. Filling pressure:- 3.45 bar (50 psi).
D. Typical flow rate:- 50 l/min (13.21 US gal/min).
5-4-8Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
DRAIN CONNECTION
DRAIN CONNECTIONDISCHARGE ANDOVERFLOW PORT
FILL ANDDRAIN PORT
GROUND CONNECTION
PRESSURIZATION
Z133
Z171
Z138
A
B
B
C
A
C
N_AC_050408_1_0020101_01_00
Ground Service ConnectionsPotable Water Ground Drain Panel
FIGURE 1
5-4-8Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
5-4-9 Oil System
**ON A/C A320-100 A320-200
Oil System
1. Engine Oil Replenishment for CFM56 Series Engine (See FIGURE 5-4-9-991-001-A):One gravity filling cap and one pressure filling connection per engine.
POSITION FROM AIRCRAFTCENTERLINE
ACCESSAFT OF NOSE
m (ft) ENGINE 1 (LH)m (ft)
ENGINE 2 (RH)m (ft)
MEAN HEIGHTFROM GROUND
m (ft)
Engine Oil GravityFilling Cap:Access door: 437BL(LH),447BL (RH)
13.12(43.04)
6.63(21.75)
4.82(15.81)
1.46(4.79)
Engine Oil PressureFilling Port:
13(42.65)
6.49(21.29)
4.74(15.55)
1.42(4.66)
NOTE : Distances are approximate
A. Tank capacity:- Full level: 19.6 l (5.18 US gal)- Usable: 9.46 l (2.50 US gal)
B. Maximum delivery pressure required: 25 psi (1.72 bar)Maximum delivery flow required: 180 l/h (47.55 US gal/h)
2. IDG Oil Replenishment for CFM56 Series Engine (See FIGURE 5-4-9-991-002-A):One pressure filling connection per engine: OMP 2506-18 plus one connection overflow: OMP2505-18.
POSITION FROM AIRCRAFTCENTERLINE
ACCESSAFT OF NOSE
m (ft) ENGINE 1 (LH)m (ft)
ENGINE 2 (RH)m (ft)
MEAN HEIGHTFROM GROUND
m (ft)
IDG Oil PressureFilling Connection:Access door 438DR(LH),448DR (RH)
12.2(40.03)
6.9(22.64)
5.52(18.11)
0.68(2.23)
NOTE : Distances are approximate
5-4-9Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
A. Tank capacity: 5 l (1.32 US gal)
B. Delivery pressure required: 5 to 40 psi (0.34 to 2.76 bar) at the IDG inlet.
3. Starter Oil Replenishment for CFM56 Series Engine (See FIGURE 5-4-9-991-003-A:One gravity filling cap per engine.
POSITION FROM AIRCRAFTCENTERLINE
ACCESSAFT OF NOSE
m (ft) ENGINE 1 (LH)m (ft)
ENGINE 2 (RH)m (ft)
MEAN HEIGHTFROM GROUND
m (ft)
Starter Oil FillingConnection:
12.7(41.67)
5.3(17.39)
6.2(20.34)
0.76(2.49)
NOTE : Distances are approximate
A. Tank capacity: 0.8 l (0.21 US gal)
4. Engine Oil Replenishment for IAE V2500 Series Engine (See FIGURE 5-4-9-991-004-B):One gravity filling cap per engine.
POSITION FROM AIRCRAFTCENTERLINE
ACCESSAFT OF NOSE
m (ft) ENGINE 1 (LH)m (ft)
ENGINE 2 (RH)m (ft)
MEAN HEIGHTFROM GROUND
m (ft)
Engine Oil GravityFilling Cap:Access door 437BL(LH),447BL (RH)
12.24(40.16)
6.56(21.52)
4.92(16.14)
1.22(4)
NOTE : Distances are approximate
A. Tank capacity:- Full level: 28 l (7.4 US gal)- Usable: 23.50 l (6.21 US gal)
1. IDG Oil Replenishment for IAE V2500 Series Engine:One pressure filling connection per engine: OMP 2506-2 plus one overflow connection: OMP 2505-2.
5-4-9Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
POSITION FROM AIRCRAFTCENTERLINE
ACCESSAFT OF NOSE
m (ft) ENGINE 1 (LH)m (ft)
ENGINE 2 (RH)m (ft)
MEAN HEIGHTFROM GROUND
m (ft)
IDG Oil PressureFilling Connection:
12.8(41.99)
5.42(17.78)
6.04(19.82)
0.8(2.62)
NOTE : Distances are approximate
A. Tank capacity: 4.1 l (1.08 US gal)
5. Starter Oil Replenishment for IAE V2500 Series Engine (See FIGURE 5-4-9-991-006-B):One gravity filling cap per engine.
POSITION FROM AIRCRAFTCENTERLINE
ACCESSAFT OF NOSE
m (ft) ENGINE 1 (LH)m (ft)
ENGINE 2 (RH)m (ft)
MEAN HEIGHTFROM GROUND
m (ft)
Starter Oil FillingConnection:
15.4(50.52)
5.3(17.39)
6.14(20.14)
0.75(2.46)
NOTE : Distances are approximate
A. Tank capacity: 0.35 l (0.09 US gal)
6. APU Oil System (See FIGURE 5-4-9-991-007-A):APU oil gravity filling cap.
AFT OF NOSEm (ft)
FROM AIRPLANECENTERLINE(LEFT HAND)
m (ft)
MEAN HEIGHT FROMGROUND
m (ft)
GTCP 36-30035.49(116.44)
0.3(0.98)
4.83(15.85)
APS 320035.49(116.44)
0.3(0.98)
4.78(15.68)
131-935.39(116.11)
0.35(1.15)
4.32(14.17)
NOTE : Distances are approximate
A. Tank capacity (usable):- APU type GTCP 36-300: 6.20 l (1.64 US gal)- APU type APS 3200: 5.40 l (1.43 US gal)
5-4-9Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
- APU type 131-9: 6.25 l (1.65 US gal)
5-4-9Page 4
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
ACCESS PANEL: 437BL (LEFT)447BL (RIGHT) OIL IN
VENT
OIL LEVELTRANSMITTER(OPTIONAL)
OIL CAP
SIGHT WINDOW
ANTI−SIPHONDEVICE
AIR PRESSURESWITCH NIPPLE
SELF−SEALING MAGNETICDRAIN PLUG
PRESSURE NIPPLE
OIL OUT
OIL/FUEL HEATEXCHANGER
SERVO FUELHEATER
A
A
B
FWD
B
N_AC_050409_1_0010101_01_00
Ground Service ConnectionsEngine Oil Tank -- CFM56 Series Engine
FIGURE 1
5-4-9Page 5
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
C
A
B
SIGHT GLASS
NOTE: ATHE YELLOW BAND, OIL SERVICINGIS REQUIRED.
BTHE GREEN AND YELLOW BANDS,OIL SERVICING IS NOT REQUIRED.
CTHE GREEN BAND, OIL SERVICINGIS REQUIRED.
1 − PRESSURE FILL VALVE2 − CASE DRAIN PLUG3 − DUST CAP4 − DUST CAP5 − OVERFLOW DRAIN VALVE6 − OIL LEVEL INDICATOR
(SIGHT GLASS)
1
2
34
5
6
A B
A
B
OVERFULL
ADDOIL
ADDOIL
CFM−56
IF THE OIL LEVEL IS ABOVE
IF THE OIL LEVEL IS WITHIN
IF THE OIL LEVEL IS BELOW
N_AC_050409_1_0020101_01_01
Ground Service ConnectionsIDG Oil Tank -- CFM56 Series Engine
FIGURE 2
5-4-9Page 6
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
DRAIN PORTAND MAGNETICPLUG
OVERFLOWPLUG
STARTER
OIL FILLERPLUG
A
A
N_AC_050409_1_0030101_01_02
Ground Service ConnectionsStarter Oil Tank -- CFM56 Series Engine
FIGURE 3
5-4-9Page 7
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
’FULL’ LEVEL NOTCH27.3 LT29.0 US QTS6.0 IMP GAL(WITHIN 60 MIN FROM SHUTDOWN)
NOTCH ’3’20 LT22 US QTS4.5 IMP GAL
NOTCH ’1’26 LT27 US QTS5.7 IMP GALNOTCH ’2’
23 LT24 US QTS5.1 IMP GAL
FCOC
PRISMALITELEVEL INDICATOR
OIL TANK
GRAVITYFILLER CAP
ACCESS PANEL: 437BL (LEFT)447BL (RIGHT)
B
A
A
B
FWD
N_AC_050409_1_0040201_01_00
Ground Service ConnectionsEngine Oil Tank -- IAE V2500 Series Engine
FIGURE 4
5-4-9Page 8
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
THE OIL LEVEL MUST NOT BE INTHE YELLOW BAND BUT IT CANBE IMMEDIATELY ABOVE THELOWER LIMIT OF THE YELLOWBAND BECAUSE OF THE AIRCRAFTRAMP ANGLE
DO THE IDG SERVICINGTO GET THE CORRECT IDGOIL LEVEL.
AFTER SERVICING ORENGINE SHUTDOWN
(COLD OIL/IDG)
INCORRECTLY FILLED IDG
THE OIL LEVEL MUST NOT BEIN THE RED BAND
PERFORM IDG OIL SERVICINGTO GET THE CORRECT IDG OIL LEVEL.DO NOT USE THE OVERFLOW DRAIN HOSETO GET THE CORRECT IDG OIL LEVEL.
AT ALL TIMES(HOT OR COLD OIL/IDG)
OIL LEVEL CAN BEIN THE GREEN BAND OR THEYELLOW BAND
AFTER ENGINESHUTDOWN
CORRECTLY FILLED IDG
OIL LEVELINDICATOR
DUST CAPPRESSUREFILL HOSE
OIL LEVEL MUST BE AT OR NEARTHE LINE BETWEEN THE YELLOW BANDAND THE GREEN BAND
(HOT OIL/IDG)
PRESSUREFILL VALVE
DUST CAP
OVER FLOWDRAIN VALVE
OVER FLOWDRAIN HOSE
AFTER SERVICING ORENGINE SHUTDOWN
(COLD OIL/IDG)
IDG
B
BB
A
B
A
B
OVER FULL
ADDOIL
ADDOIL
V2500
OVER FULL
ADDOIL
ADDOIL
V2500
OVER FULL
ADDOIL
ADDOIL
V2500
OVER FULL
ADDOIL
ADDOIL
V2500
OVER FULL
ADDOIL
ADDOIL
V2500
N_AC_050409_1_0050201_01_00
Ground Service ConnectionsIDG Oil Tank -- IAE V2500 Series Engine
FIGURE 5
5-4-9Page 9
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
OIL OVERFLOWPOINT
SIGHT GLASS
EXTERNAL GEARBOX
OIL FILLING POINT
ADAPTER
B
A
B
THE STARTER IS FULL WHEN THE OIL LEVELSHOWS NOT LESS THAN 3/4 FULL
ON THE SIGHT GLASS
*
PNEUMATIC STARTERA
*
N_AC_050409_1_0060201_01_00
Ground Service ConnectionsStarter Oil Tank -- IAE V2500 Series Engine
FIGURE 6
5-4-9Page 10
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
FR80
Z316Z315
FR84
GRAVITYOIL FILLER
PRESSUREFILL PORT
OVERFLOWDRAIN VALVE
A
A
OIL LEVELSIGHT GLASS
N_AC_050409_1_0070101_01_00
Ground Service ConnectionsAPU Oil Tank
FIGURE 7
5-4-9Page 11
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
5-4-10 Vacuum Toilet System
**ON A/C A320-100 A320-200
Vacuum Toilet System
1. Vacuum Toilet System.
POSITION FROM AIRCRAFTCENTERLINE
ACCESSAFT OF NOSE
m (ft) R SIDEm (ft)
L SIDEm (ft)
MEAN HEIGHTFROM GROUND
m (ft)
Waste WaterGround ServicePanel:Access door 172AR
31.3(102.69)
0.8(2.62)
2.8(9.18)
NOTE : Distances are approximate
2. Technical Specifications
A. Connectors:- Draining: 4 in (ISO 17775).- Flushing and filling: 1 in (ISO 17775).
B. Usable waste tank capacity:- Standard configuration - on tank: 177 l (30.91 US gal).
C. Waste tank - Rinsing:- Operating pressure: 3.45 bar (50 psi).
D. Waste tank - Precharge:- 10 l (2.64 US gal).
5-4-10Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
FILL AND RINSECONNECTION
TOILET DRAINCONNECTION
FR66 FR65
A
Z172
A
N_AC_050410_1_0010101_01_00
Ground Service ConnectionsWaste Water Ground Service Panel
FIGURE 1
5-4-10Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
5-5-0 Engine Starting Pneumatic Requirements
**ON A/C A320-100 A320-200
Engine Starting Pneumatic Requirements
1. Engine Starting Pneumatic Requirements.
5-5-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
5-5-1 Low Temperatures
**ON A/C A320-100 A320-200
Low Temperature -40˚C (-40˚F)
1. This section provides the engine starting pneumatic requirements for a temperature of -40˚C(-40˚F).
5-5-1Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
AIR SUPPLY PRESSUREAT GROUND CONNECTION
kg/mn
220°C200°C
150°C
100°C
50°C
MAXIM
UM T
EMPERATURE L
IMIT
MAXIMUM DUCT PRESSURE: 60 PSIG
PSIA ABSOLUTE BARS
35S
Z = 8000 ft
SEA LEVEL38 PSIG AT GROUNDRECOMMENDED PRESSURE:
30
40
50
60
70
80
90
2
3
4
5
6
48 60 72 84 96 108 120
0°C
Z = 8000 ft
SEA LEVEL
Z = 8000 ft
SEA LEVEL
CONNECTION
MIN. PRESSUREAT GROUND CONNECTION: 33 PSIG
AIR SUPPLY TEMPERATUREAT FUSELAGE CONNECTION
AIR FLOW REQUIRED AT GROUND CONNECTION
40s
50s
70s
ESTIMATED STARTINGTIMES UP TO IDLE
N_AC_050501_1_0050101_01_01
Engine Starting Pneumatic RequirementsTemperature -40˚C (-40˚F) -- CFM56 series engine
FIGURE 1
5-5-1Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
90
80
70
60
50
40
30 2
3
4
5
6
40 50 60 70 80 90 100 110 120
AIR SUPPLY PRESSUREAT GROUND CONNECTION
220°C
200°C
150°C
100°C
50°C
MAXIMUM T
EMPERATURE LIMIT
MAXIMUM DUCT PRESSURE
AIR FLOW REQUIRED AT GROUND CONNECTION
PSIA ABSOLUTE BARS
75s
70s
65s
60s
0°C
kg/mn
AIR SUPPLY TEMPERATUREAT FUSELAGE CONNECTION
ESTIMATED STARTINGTIMES UP TO IDLE
N_AC_050501_1_0060101_01_00
Engine Starting Pneumatic RequirementsTemperature -40˚C (-40˚F) -- IAE V2500 series engine
FIGURE 2
5-5-1Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
5-5-2 Ambient Temperatures
**ON A/C A320-100 A320-200
Ambient Temperature +15˚C (+59˚F)
1. This section provides the engine starting pneumatic requirements for a temperature of +15˚C(+59˚F).
5-5-2Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
kg/mn
220°C
200°C
150°C
100°C
50°C
35s
90
80
70
60
50
40
30
AIR SUPPLY PRESSUREAT GROUND CONNECTION
PSIA ABSOLUTE BARS
2
3
4
5
6
48 60 72 84 96 108 120
AT GROUND CONNECTION: 22 PSIGMIN. PRESSURE
Z = 8000 ft
SEA LEVEL
0°C
33 PSIG AT GROUND CONNECTIONRECOMMENDED PRESSURE:
Z = 8000 ft
SEA LEVELM
AXIMUM
TEM
PERATURE LIM
IT
AIR SUPPLY TEMPERATUREAT FUSELAGE CONNECTION
AIR FLOW REQUIRED AT GROUND CONNECTION
TIMES UP TO IDLEESTIMATED STARTING
40s
50s
60s
70s
Z = 8000 ft
MAXIMUM DUCT PRESSURE: 60 PSIG
SEA LEVEL
N_AC_050502_1_0050101_01_01
Engine Starting Pneumatic RequirementsTemperature +15˚C (+59˚F) -- CFM56 series engine
FIGURE 1
5-5-2Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
AIR SUPPLY PRESSUREAT GROUND CONNECTION
120 kg/mn
PSIA ABSOLUTE BARS
220°C200°C
150°C
100°C
50°C
0°C
60s
MAXIMUM T
EMPERATURE LIMIT
MAXIMUM DUCT PRESSURE
TIMES UP TO IDLEESTIMATED STARTING
90
6
80
705
604
50
40
3
30 2
55s
50s
45s
40 50 60 70 80 90 100 110
AIR FLOW REQUIRED AT GROUND CONNECTION
AIR SUPPLY TEMPERATUREAT FUSELAGE CONNECTION
N_AC_050502_1_0060101_01_00
Engine Starting Pneumatic RequirementsTemperature +15˚C (+59˚F) -- IAE V2500 series engine
FIGURE 2
5-5-2Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
5-5-3 High Temperatures
**ON A/C A320-100 A320-200
High Temperature +50˚C (+122˚F) and +55˚C (+131˚F)
1. This section provides the engine starting pneumatic requirements for a temperature upper:- +50˚C (+122˚F) -- IAE V2500- +55˚C (+131˚F) -- CFM56
5-5-3Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
30
40
50
60
70
80
906
5
4
3
2
48 60 72 84 96 108 120
AIR SUPPLY PRESSUREAT GROUND CONNECTION
kg/mn
220°C200°C
150°C
100°C
50°C
MAXIM
UM T
EMPERATURE L
IMIT
PSIA ABSOLUTE BARS
AT GROUND CONNECTION: 22 PSIGMIN. PRESSURE
33 PSIG AT GROUND CONNECTION
AIR SUPPLY TEMPERATUREAT FUSELAGE CONNECTION
AIR FLOW REQUIRED AT GROUND CONNECTION
40s
50s
70s
Z = 8000 ft
SEA LEVEL
35s
MAXIMUM DUCT PRESSURE: 60 PSIG
SEA LEVEL
Z = 8000 ft
TIMES UP TO IDLEESTIMATED STARTING
SEA LEVEL
Z = 8000 ft
N_AC_050503_1_0050101_01_00
RECOMMENDED PRESSURE:
60s
Engine Starting Pneumatic RequirementsTemperature +55˚C (+131˚F) -- CFM56 series engine
FIGURE 1
5-5-3Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
AIR SUPPLY PRESSUREAT GROUND CONNECTION
120 kg/mn
PSIA ABSOLUTE BARS
220°C200°C
150°C
100°C
50°C
0°C
60s
MAXIMUM T
EMPERATURE LIMIT
MAXIMUM DUCT PRESSURE
TIMES UP TO IDLEESTIMATED STARTING
90
6
80
705
604
50
40
3
30 2
55s
50s
45s
40 50 60 70 80 90 100 110
AIR FLOW REQUIRED AT GROUND CONNECTION
AIR SUPPLY TEMPERATUREAT FUSELAGE CONNECTION
N_AC_050503_1_0060101_01_00
Engine Starting Pneumatic RequirementsTemperature +50˚C (+122˚F) -- IAE V2500 series engine
FIGURE 2
5-5-3Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
5-6-0 Ground Pneumatic Power Requirements
**ON A/C A320-100 A320-200
Ground Pneumatic Power Requirements
1. Ground Pneumatic Power Requirements.
FRESH AIRFLOW PULL UP PULL DOWNTOTAL CABIN TIME T TIME T
(kg/s) (lb/s) (kg/s) (lb/s) (min.) (min.)
0.5 1.10 0.433 0.955after 60 min.14.1˚C
--
0.6 1.32 0.519 1.144after 60 min.18.2˚C
--
0.7 1.54 0.606 1.336 57.5 --
0.8 1.76 0.692 1.526 49.0after 60 min.29˚C
0.9 1.98 0.779 1.717 42.5after 60 min.27.4˚C
1.0 2.20 0.865 1.907 37.0 48.01.1 2.43 0.952 2.099 32.0 37.01.2 2.65 1.038 2.288 29.5 29.51.3 2.87 1.125 2.480 26.5 24.01.4 3.09 1.211 2.670 24.0 19.51.5 3.31 1.298 2.862 21.5 16.5
NOTE : Data for unstabilized conditions see 5-6-1 and 5-6-2.
5-6-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
5-6-1 Heating
**ON A/C A320-100 A320-200
Heating
1. This section provides the ground pneumatic power requirements heating.
5-6-1Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
TOTAL AIRFLOW
(kg/
s)
TOTAL AIRFLOW
CABIN AIRFLOW
1.29
8
1.21
1
1.12
5
1.03
8
0.95
2
0.86
5
0.77
9
0.69
2
0.51
9
0.60
6
0.43
3
1.5
1.2
1.0
0.5
3040
50
TIM
E T
O H
EA
T C
AB
IN T
O 2
1°C
(69
.8°
F)
ON
GR
OU
ND
TIM
E (
min
)
MA
X. A
LLO
WE
D T
OT
AL
AIR
FLO
W (
2 m
bar
CA
BIN
OV
ER
PR
ES
SU
RE
)
1.30
1.73
2.16
2.60
3.0
2.5
2.0
1.5
(lb/s
)
NO
RM
AL
AIR
FLO
W (
1 m
bar
CA
BIN
OV
ER
PR
ES
SU
RE
)
INIT
IAL
CA
BIN
TE
MP
ER
AT
UR
E A
T −
23°
C (
−9.
4°F
)T
EM
PE
RA
TU
RE
AT
GR
OU
ND
CO
NN
EC
TIO
N 7
0°C
(15
8°F
)E
MP
TY
CA
BIN
ELE
CT
RIC
AL
LOA
D =
310
0 W
RE
CIR
CU
LAT
ION
: ON
NO
OT
HE
R H
EA
T L
OA
D
CABIN AIRFLOW
N_AC_050601_1_0030101_01_01
Ground Pneumatic Power RequirementsHeating
FIGURE 1
5-6-1Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
5-6-2 Cooling
**ON A/C A320-100 A320-200
Cooling
1. This section provides the ground pneumatic power requirements cooling.
5-6-2Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
TOTAL AIRFLOW
(kg/
s)
TOTAL AIRFLOW
CABIN AIRFLOW
1.29
8
1.21
1
1.12
5
1.03
8
0.95
2
0.86
5
0.77
9
0.69
2
0.51
9
0.60
6
0.43
3
1.5
1.2
1.0
0.5
3040
50T
IME
(m
in)
1.30
1.73
2.16
2.60
3.0
2.5
2.0
1.5
(lb/s
)
NO
RM
AL
AIR
FLO
W (
1 m
bar
CA
BIN
OV
ER
PR
ES
SU
RE
)
CABIN AIRFLOW
MA
X. A
LLO
WE
D T
OT
AL
AIR
FLO
W (
2 m
bar
CA
BIN
OV
ER
PR
ES
SU
RE
)
INIT
IAL
CA
BIN
TE
MP
ER
AT
UR
E A
T −
23°
C (
−9.
4°F
)T
EM
PE
RA
TU
RE
AT
GR
OU
ND
CO
NN
EC
TIO
N 7
0°C
(15
8°F
)E
MP
TY
CA
BIN
ELE
CT
RIC
AL
LOA
D =
310
0 W
RE
CIR
CU
LAT
ION
: ON
NO
OT
HE
R H
EA
T L
OA
D
TIM
E T
O H
EA
T C
AB
IN T
O 2
1°C
(69
.8°
F)
ON
GR
OU
ND
N_AC_050602_1_0030101_01_01
Ground Pneumatic Power RequirementsCooling
FIGURE 1
5-6-2Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
5-7-0 Preconditioned Airflow Requirements
**ON A/C A320-100 A320-200
Preconditioned Airflow Requirements
1. This section gives the preconditioned airflow requirements for cabin air conditioning.
A. Preconditioned Airflow Requirements.
FRESH AIRFLOW CURVE 1TOTAL CABIN T FL
(kg/s) (lb/s) (kg/s) (lb/s) (˚C) (˚F)
0.5 1.10 0.433 0.955 -42.7 -44.90.6 1.32 0.519 1.144 -31.1 -24.00.7 1.54 0.606 1.336 -22.7 -8.90.8 1.76 0.692 1.526 -16.5 2.30.9 1.98 0.779 1.717 -11.6 11.11.0 2.20 0.865 1.907 -7.7 18.11.1 2.43 0.952 2.099 -4.5 23.91.2 2.65 1.038 2.288 -1.9 28.61.3 2.87 1.125 2.480 0.4 32.71.4 3.09 1.211 2.670 2.3 36.11.5 3.31 1.298 2.862 4.0 39.2
NOTE : Data for stabilized conditions see 5-7-0.
B. Preconditioned Airflow Requirements.
FRESH AIRFLOW CURVE 2TOTAL CABIN T FL
(kg/s) (lb/s) (kg/s) (lb/s) (˚C) (˚F)
0.5 1.10 0.433 0.955 27.8 82.00.6 1.32 0.519 1.144 26.6 79.90.7 1.54 0.606 1.336 25.7 78.30.8 1.76 0.692 1.526 25.1 77.20.9 1.98 0.779 1.717 24.6 76.31.0 2.20 0.865 1.907 24.2 75.61.1 2.43 0.952 2.099 23.8 74.81.2 2.65 1.038 2.288 23.5 74.31.3 2.87 1.125 2.480 23.3 73.91.4 3.09 1.211 2.670 23.1 73.6
5-7-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
FRESH AIRFLOW CURVE 2TOTAL CABIN T FL
(kg/s) (lb/s) (kg/s) (lb/s) (˚C) (˚F)
1.5 3.31 1.298 2.862 22.9 73.2
NOTE : Data for stabilized conditions see 5-7-0.
C. Preconditioned Airflow Requirements.
FRESH AIRFLOW CURVE 3TOTAL CABIN T FL
(kg/s) (lb/s) (kg/s) (lb/s) (˚C) (˚F)
0.5 1.10 0.433 0.955 32.2 90.00.6 1.32 0.519 1.144 30.2 86.40.7 1.54 0.606 1.336 28.8 83.80.8 1.76 0.692 1.526 27.8 82.00.9 1.98 0.779 1.717 26.9 80.41.0 2.20 0.865 1.907 26.3 79.31.1 2.43 0.952 2.099 25.7 78.31.2 2.65 1.038 2.288 25.3 77.51.3 2.87 1.125 2.480 24.9 76.81.4 3.09 1.211 2.670 24.6 76.31.5 3.31 1.298 2.862 24.3 75.7
NOTE : Data for stabilized conditions see 5-7-0.
D. Preconditioned Airflow Requirements.
FRESH AIRFLOW CURVE 4TOTAL CABIN T FL
(kg/s) (lb/s) (kg/s) (lb/s) (˚C) (˚F)
0.5 1.10 0.433 0.955 38.9 102.00.6 1.32 0.519 1.144 35.8 96.40.7 1.54 0.606 1.336 33.6 92.50.8 1.76 0.692 1.526 31.9 89.40.9 1.98 0.779 1.717 30.6 87.11.0 2.20 0.865 1.907 29.6 85.31.1 2.43 0.952 2.099 28.7 83.71.2 2.65 1.038 2.288 28.0 82.41.3 2.87 1.125 2.480 27.4 81.31.4 3.09 1.211 2.670 26.9 80.4
5-7-0Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
FRESH AIRFLOW CURVE 4TOTAL CABIN T FL
(kg/s) (lb/s) (kg/s) (lb/s) (˚C) (˚F)
1.5 3.31 1.298 2.862 26.4 79.5
NOTE : Data for stabilized conditions see 5-7-0.
5-7-0Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
TOTAL AIRFLOW(kg/
s)TOTAL AIRFLOW
CABIN AIRFLOW
1.29
8
1.21
1
1.12
5
1.03
8
0.95
2
0.86
5
0.77
9
0.69
2
0.51
9
0.60
61.
30
1.73
2.16
2.60
3.0
2.5
2.0
1.5
(lb/s
)
0.5
1.0
1.2
1.5
0.43
3
OA
T =
OU
TS
IDE
AIR
TE
MP
ER
AT
UR
E
−40
−30
−20
−10
010
2030
40
−40
−10
010
5010
0
OA
T =
−23
°C
(−
9.4°
F)
OA
T =
−30
°C
(−
22°
F)
OA
T =
−40
°C
(−
40°
F)
(°C
)IN
LET
FLO
WT
EM
PE
RA
TU
RE
(°F
)
NO
TE
:LP
GR
OU
ND
CO
NN
EC
TIO
N M
AX
IMU
M P
RE
SS
UR
E 4
0 m
b
MA
X A
LLO
WE
D T
OT
AL
AIR
FLO
W (
2 m
bar
CA
BIN
OV
ER
PR
ES
SU
RE
)
CABIN AIRFLOW
CU
RV
E 1
: CA
BIN
AT
27°
C (
80.6
°F
)16
4 P
AS
SE
NG
ER
S, 4
CA
BIN
AT
TE
ND
AN
TS
, 3 C
RE
W M
EM
BE
RS
BR
IGH
T D
AY
SO
LAR
LO
AD
: 385
0 W
ELE
CT
RIC
AL
LOA
D =
670
0 W
RE
CIR
CU
LAT
ION
: ON
OA
T (
OU
TS
IDE
AIR
TE
MP
ER
AT
UR
E)
= 3
8°C
(10
0.4°
F)
CU
RV
E 2
, 3, 4
CA
BIN
AT
21°
C (
69.8
°F
)
NO
OT
HE
R H
EA
T L
OA
D
ELE
CT
RIC
AL
LOA
D =
450
0 W
RE
CIR
CU
LAT
ION
: ON
NO
PA
SS
EN
GE
R O
R C
AB
INA
TT
EN
DA
NT
S
(1 m
bar
CA
BIN
OV
ER
PR
ES
SU
RE
)N
OR
MA
L A
IRF
LOW
N_AC_050700_1_0030101_01_01
Preconditioned Airflow RequirementsFIGURE 1
5-7-0Page 4
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
5-8-0 Ground Towing Requirements
**ON A/C A320-100 A320-200
Ground Towing Requirements
1. GeneralThis section provides information on aircraft towing.This aircraft is designed with means for conventional or towbarless towing.Information/procedures can be found for both in chapter 9 of the Aircraft Maintenance Manual.Status on towbarless towing equipment qualification can be found in SIL 09-002.It is possible to tow or push the aircraft, at maximum ramp weight with engines at zero or up to idlethrust, using a tow bar attached to the nose gear leg (refer to AMM chap 9 for conditions andlimitations).One tow bar fitting is installed at the front of the leg.The main landing gears have attachment points for towing or debogging (for details, refer to chapter07 of the Aircraft Recovery Manual).
A. The first part of this section shows the chart to determine the draw bar pull and tow tractormass requirements as function of the following physical characteristics:- Aircraft weight- Number of engines at idle- Slope.The chart is based on the engine type with the highest idle thrust level.
B. The second part of this section supplies guidelines for the tow bar.The aircraft tow bar shall respect the following norms:- SAE AS 1614, ”Main Line Aircraft Tow Bar Attach Fitting Interface”- SAE ARP1915 Revision C, ”Aircraft Tow Bar”- ISO 8267-1, ”Aircraft - Tow bar attachment fitting - Interface requirements - Part 1: Main
line aircraft”- ISO 9667, ”Aircraft ground support equipment - Tow bars”- IATA Airport Handling Manual AHM 958, ”Functional Specification for an Aircraft Tow
bar”.A conventional type tow bar is required which should be equipped with a damping system toprotect the nose gear against jerks and with towing shear pins:- A traction shear pin calibrated at 9425 daN (21188 lbf)- A torsion pin calibrated at 826 m.daN (7311 lbf.in).The towing head is designed according to SAE/AS 1614 (issue C) cat. l.
NOTE : Information on aircraft towing procedures and corresponding aircraft limitations aregiven in chapter 9 on the Aircraft Maintenance Manual.
5-8-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
EXAMPLE HOW TO DETERMINE THE MASS REQUIREMENT TO TOW A A320 AT 70 t, AT 1.5% SLOPE,1 ENGINE AT IDLE AND FOR WET TARMAC CONDITIONS:
− ON THE RIGHT HAND SIDE OF THE GRAPH, CHOOSE THE RELEVANT AIRCRAFT WEIGHT (70 t)− FROM THIS POINT DRAW A PARALLEL LINE TO THE REQUIRED SLOPE PERCENTAGE (1.5%)− FROM THE POINT OBTAINED DRAW A STRAIGHT HORIZONTAL LINE UNTIL NO OF ENGINES AT IDLE = 2− FROM THIS POINT DRAW A PARALLEL LINE TO THE REQUESTED NUMBER OF ENGINES (1)− FROM THIS POINT DRAW A STRAIGHT HORIZONTAL LINE TO THE DRAWBAR PULL AXIS− THE Y−COORDINATE OBTAINED IS THE NECESSARY DRAWBAR PULL FOR THE TRACTOR (5.8 t)− SEARCH THE INTERSECTION WITH THE "WET CONCRETE" LINE. THE OBTAINED X−COORDINATE IS
THE RECOMMENDED MINIMUM TRACTOR WEIGHT (10.1 t)
DRAWBAR PULL [ t ] A/C WEIGHT [ t ]
10
0 10 20 30 40 50 60 70 80 0 1 2 0 0.5 1.0 1.5 2.0
5
0
TOTAL TRACTION WHEEL LOAD [ t ] NO OF ENGINES SLOPE [ % ]
75
455055606570
HA
RD
SN
OW
m =
0.2
ICE m = 0.05
10.15
1 ENGINE ON5.8
1.5% SLOPE70 tons
DR
Y C
ON
CR
ET
E m
= 0
.8
AT IDLE
WE
T C
ON
CR
ET
E m
= 0
.57
BREAKAWAY RESISTANCE 6%# OF ENGINES ON FOR PB: 1ENGINE THRUST 525 daN
N_AC_050800_1_0010301_01_03
Ground Towing RequirementsFIGURE 1
5-8-0Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
D1
MF
M
LONGHOLE BLOCKINGLATERAL MOVEMENTS
HOLES FOR SPARE SHEAR PINS
MF
LOCKING/UNLOCKING HANDLE
SHEAR PIND1
L
F F
Fshear
F
Mshear
Fshear
Lshear
M = Fshear
x L
Mshear
= Fshear
x Lshear
Mshear
= F x D1 (Mshear
< M)
D1 = (M/L) x Lshear
/ F
Fshear
= M / L
Mshear
= (M/L) x Lshear
D1 = (M x Lshear
/ (F x L)
A
A
N_AC_050800_1_0020101_01_03
Ground Towing RequirementsTypical Tow Bar Configuration 1
FIGURE 2
5-8-0Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
MF
D2
OVERSIZED HOLEWRT RETENTION BOLT
M
L
F
F/2
F/2
D2
D2 = (2 x Mshear
) / F D2 = (2 x M x Lshear
) / (F x L)
F M D1 D2
9425 826 78.9 168.3
[daN] [m.daN] [mm] [mm]
RESULTS FOR A TOWBAR LENGTH OF Lshear
/L = 0.90
Fshear
Fshear
Lshear
Mshear
M = Fshear
x L
Mshear
= Fshear
x Lshear
Mshear
= F/2 x D2 (Mshear
< M)
Fshear
= M / L
Mshear
= (M / L) x Lshear
A
AN_AC_050800_1_0030101_01_01
Ground Towing RequirementsTypical Tow Bar Configuration 2
FIGURE 3
5-8-0Page 4
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
OPERATING CONDITIONS
6-1-0 Engine Exhaust Velocities and Temperatures
**ON A/C A320-100 A320-200
Engine Exhaust Velocities and Temperatures
1. GeneralThis section shows the estimated engine exhaust efflux velocities and temperatures contours forGround Idle, Breakaway, Maximum Takeoff conditions.
6-1-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
6-1-1 Engine Exhaust Velocities Contours - Ground Idle Power
**ON A/C A320-100 A320-200
Engine Exhaust Velocities Contours - Ground Idle Power
1. This section gives engine exhaust velocities contours at ground idle power.
6-1-1Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
ELE
VA
TIO
N
FE
ET
PLA
NA
IRP
LAN
E
V (
m/s
)
GR
OU
ND
PLA
NE
ME
TE
RS
4530
2520
1510
4530
2520
1510
40 30 20 10 0036912
mft
40 30 20 10 0036912
mft
N_AC_060101_1_0050101_01_00
050
100
150
200
250
300
350
400
015
3045
6075
9010
512
0
Engine Exhaust VelocitiesGround Idle Power -- CFM56 series engine
FIGURE 1
6-1-1Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
ME
TE
RS
015
3045
60
250
300
ELE
VA
TIO
N
VE
LOC
ITY
= ft
/s (
m/s
)
FE
ET
050
100
150
200
7590
PLA
N
100
(30)
50 (15)
30 (9)
100
(30)
50 (15)
30 (9)
ftm
15 10 5 0
60 40 20 0
ftm
60
15 10 5 0
40 20 0
N_AC_060101_1_0060101_01_00
Engine Exhaust VelocitiesGround Idle Power -- IAE V2500 series engine
FIGURE 2
6-1-1Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
6-1-2 Engine Exhaust Temperatures Contours - Ground Idle Power
**ON A/C A320-100 A320-200
Engine Exhaust Temperatures Contours - Ground Idle Power
1. This section gives engine exhaust temperatures contours at ground idle power.
6-1-2Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
ELE
VA
TIO
N
FE
ET
PLA
NA
IRP
LAN
E
T (
°K
)
GR
OU
ND
PLA
NE
ME
TE
RS
400
350
300
325
40 30 20 10 0036912
mft
40 30 20 10 0036912
mft
40035
030
032
5
050
100
150
200
250
300
350
400
015
3045
6075
9010
512
0
N_AC_060102_1_0050101_01_00
Engine Exhaust TemperaturesGround Idle Power -- CFM56 series engine
FIGURE 1
6-1-2Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
ME
TE
RS
015
3045
60
250
300
ELE
VA
TIO
N
TE
MP
ER
AT
UR
E =
°K
FE
ET
050
100
150
200
7590
PLA
N
32531
8 308
300
325
318
308
300
ftm
15 10 5 0
60 40 20 0
ftm
60
15 10 5 0
40 20 0
N_AC_060102_1_0060101_01_00
Engine Exhaust TemperaturesGround Idle Power -- IAE V2500 series engine
FIGURE 2
6-1-2Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
6-1-3 Engine Exhaust Velocities Contours - Breakaway Power
**ON A/C A320-100 A320-200
Engine Exhaust Velocities Contours - Breakaway Power
1. This section gives engine exhaust velocities contours at breakaway power.
6-1-3Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
(38%
N1)
NO
TE
:−
add
+ 1
% N
1 pe
r +
15°
C (
27°
F)
AB
OV
E IS
A T
EM
PE
RA
TU
RE
CO
ND
ITIO
NS
− a
dd +
1%
N1
per
2000
ft
3000
lbs
OF
TH
RU
ST
V (
m/s
)
4020
15
ELE
VA
TIO
N
FE
ET
050
100
150
200
250
300
350
400
015
3045
6075
9010
512
0
PLA
NA
IRP
LAN
E
GR
OU
ND
PLA
NE
ME
TE
RS
4020
15
40 30 20 10 0036912
mft
40 30 20 10 0036912
mft
N_AC_060103_1_0030101_01_00
Engine Exhaust VelocitiesBreakaway Power -- CFM56 series engine
FIGURE 1
6-1-3Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
ME
TE
RS
015
3045
60
250
300
ELE
VA
TIO
N
VE
LOC
ITY
= ft
/s (
m/s
)
FE
ET
050
100
150
200
7590
PLA
N
100
(30)
50 (15)
30 (9)
100
(30)
50 (15)
30 (9)1.
05
1.04
1.03
050
0010
000
FN
= 3
000
lbf
ISA
/ O
MN
"V25
27A
5MD
V"
BA
SIS
RU
NW
AY
ALT
(ft)
FP
R
A32
0
ftm
15 10 5 0
60 40 20 0
ftm
60
15 10 5 0
40 20 0
N_AC_060103_1_0040101_01_00
Engine Exhaust VelocitiesBreakaway Power -- IAE V2500 series engine
FIGURE 2
6-1-3Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
6-1-4 Engine Exhaust Temperatures Contours - Breakaway Power
**ON A/C A320-100 A320-200
Engine Exhaust Temperatures Contours - Breakaway Power
1. This section gives engine exhaust temperatures contours at breakaway power.
6-1-4Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
ELE
VA
TIO
N
FE
ET
050
100
150
200
250
300
350
400
015
3045
6075
9010
512
0
PLA
NA
IRP
LAN
E
GR
OU
ND
PLA
NE
ME
TE
RS
400
350
300
325
400
350
300
325
3000
lbs
OF
TH
RU
ST
T (
°K
)
40 30 20 10 0036912
mft
40 30 20 10 0036912
mft
N_AC_060104_1_0030101_01_00
Engine Exhaust TemperaturesBreakaway Power -- CFM56 series engine
FIGURE 1
6-1-4Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
ME
TE
RS
015
3045
60
250
300
ELE
VA
TIO
N
TE
MP
ER
AT
UR
E =
°K
FE
ET
050
100
150
200
7590
PLA
N
325
318
308
300
325
318
308
300
ftm
60
15 10 5 0
40 20 0
ftm
60
15 10 5 0
40 20 0
N_AC_060104_1_0040101_01_00
Engine Exhaust TemperaturesBreakaway Power -- IAE V2500 series engine
FIGURE 2
6-1-4Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
6-1-5 Engine Exhaust Velocities Contours - Takeoff Power
**ON A/C A320-100 A320-200
Engine Exhaust Velocities Contours - Takeoff Power
1. This section gives engine exhaust velocities contours at takeoff power.
6-1-5Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
420
390
360
330
300
270
240
210
180
150
120
9060
3000
100
200
300
400
500
700
600
800
900
1000
1100
1200
1300
1400
ME
TE
RS
FE
ET
ftm
ftV
= 4
0 m
/sV
= 2
0 m
/sV
= 1
2 m
/s
V =
40
m/s
V =
20
m/s
V =
12
m/s
PLA
NA
IRP
LAN
E
ELE
VA
TIO
NG
RO
UN
D P
LAN
E
TA
KE
OF
F P
OW
ER
INC
LUD
ES
(W
OR
ST
CA
SE
)G
RO
UN
D P
LAN
EH
EA
DW
IND
(20
KT
S.)
m
450
1500
42 36 30 24 18 12 6 0
140
120
100 80 60 40 200
42 36 30 24 18 12 6 0
140
120
100 80 60 40 200
N_AC_060105_1_0050101_01_00
Engine Exhaust VelocitiesTakeoff Power -- CFM56 series engine
FIGURE 1
6-1-5Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
ME
TE
RS
015
3045
60
250
300
ELE
VA
TIO
N
VE
LOC
ITY
= ft
/s (
m/s
)
FE
ET
050
100
150
200
7590
PLA
N
200
(60)
150
(45)
100
(30)
50 (15)
30 (9)
200
(60)
150
(45)
100
(30)
50 (15)
30 (9)
ftm
60
15 10 5 0
40 20 0
ftm
60
15 10 5 0
40 20 0
N_AC_060105_1_0060101_01_01
Engine Exhaust VelocitiesTakeoff Power -- IAE V2500 series engine
FIGURE 2
6-1-5Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
6-1-6 Engine Exhaust Temperatures Contours - Takeoff Power
**ON A/C A320-100 A320-200
Engine Exhaust Temperatures Contours - Takeoff Power
1. This section gives engine exhaust temperatures contours at takeoff power.
6-1-6Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
60 40 20 0
ftm
18 12 6 0E
LEV
AT
ION
GR
OU
ND
PLA
NE
2040
6080
100
120
140
160
TA
KE
OF
F P
OW
ER
INC
LUD
ES
(W
OR
ST
CA
SE
):G
RO
UN
D P
LAN
EH
EA
DW
IND
(20
KT
S.)
FE
ET
ME
TE
RS
0
PLA
N
T =
425
°K
T =
370
°K
T =
315
°K
T =
425
°K
T =
370
°K
T =
315
°K
AIR
PLA
NE
1020
3040
500
60 40 20 0
ftm
18 12 6 0
N_AC_060106_1_0050101_01_00
Engine Exhaust TemperaturesTakeoff Power -- CFM56 series engine
FIGURE 1
6-1-6Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
ME
TE
RS
015
3045
60
250
300
ELE
VA
TIO
N
FE
ET
050
100
150
200
7590
PLA
N
400
350
325
318
400
350
325
318
300
300
ftm
15 10 5 0
60 40 20 0
ftm
15 10 5 0
60 40 20 0
N_AC_060106_1_0060101_01_00
Engine Exhaust TemperaturesTakeoff Power -- IAE V2500 series engine
FIGURE 2
6-1-6Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
6-2-0 Airport and Community Noise
**ON A/C A320-100 A320-200
Airport and Community Noise
1. Airport and Community Noise Data
This section gives data concerning engine maintenance run-up noise to permit evaluation of possibleattenuation requirements.
6-2-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
6-2-1 Noise Data
**ON A/C A320-100 A320-200
Noise Data
1. Noise Data for CFM56-5A series engine
A. Description of test conditions:
The arc of circle (radius = 60 m (196.85 ft)), with microphones 1.2 m (3.94 ft) high, iscentered on the position of the noise reference point.A.P.U.: off; E.C.S.: Packs off.
B. Engine parameters: 2 engines running
C. Meteorological data:
The meteorological parameters measured 1.6 m (5.25 ft) from the ground on the day of testwere as follows:- Temperature: 3˚C (37˚F)- Relative humidity: 66%- Atmospheric pressure: 1016 hPa- Wind speed: Negligible- No rain
2. Noise Data for CFM56-5B series engine
A. Description of test conditions:
The arc of circle (radius = 60 m (196.85 ft)), with microphones 1.2 m (3.94 ft) high, iscentered on the position of the noise reference point.A.P.U.: off; E.C.S.: Packs off.
B. Engine parameters: 2 engines running
C. Meteorological data:
The meteorological parameters measured 1.6 m (5.25 ft) from the ground on the day of testwere as follows:- Temperature: 22˚C (72˚F)- Relative humidity: 42%- Atmospheric pressure: 1003 hPa- Wind speed: Negligible- No rain
3. Noise Data for IAE V2500 series engine
A. Description of test conditions:
6-2-1Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
The arc of circle (radius = 60 m (196.85 ft)), with microphones 1.2 m (3.94 ft) high, iscentered on the position of the noise reference point.A.P.U.: off; E.C.S.: Packs off.
B. Engine parameters: 2 engines running
C. Meteorological data:
The meteorological parameters measured 1.6 m (5.25 ft) from the ground on the day of testwere as follows:- Temperature: 12˚C (54˚F)- Relative humidity: 62.5%- Atmospheric pressure: 1000 hPa- Wind speed: Negligible- No rain
6-2-1Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
NOISE REFERENCEPOINT
112110108106104102100989694929088868482
150°
140°
130°
120°
110°
100°
90°
80°
70°
60°
50°
40°
30°
20°10°
0°350°
340°
330°
320°
310°
300°
290°
280°
270°
260°
250°
240°
230°
220°
210°
GROUND IDLE
N1
CURVE
MAX THRUST POSSIBLEON BRAKES
20.8% 90%
8078
N_AC_060201_1_0070101_01_00
Airport and Community NoiseCFM56-5A series engine
FIGURE 1
6-2-1Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
NOISE REFERENCEPOINT
112110108106104102100989694929088868482
150°
140°
130°
120°
110°
100°
90°
80°
70°
60°
50°
40°
30°20°
10°0°
350°340°
330°
320°
310°
300°
290°
280°
270°
260°
250°
240°
230°
220°
210°
GROUND IDLE
N1
CURVE
MAX THRUST POSSIBLEON BRAKES
18.9% 87%
7880
N_AC_060201_1_0080101_01_00
Airport and Community NoiseCFM56-5B series engine
FIGURE 2
6-2-1Page 4
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
NOISE REFERENCEPOINT
1121101081061041021009896949290888684
150°
140°
130°
120°
110°
100°
90°
80°
70°
60°
50°
40°
30°20°
10°0°
350°340°
330°
320°
310°
300°
290°
280°
270°
260°
250°
240°
230°
220°
210°
GROUND IDLE
N2
CURVE
MAX THRUST POSSIBLEON BRAKES
57.7% 92.5%
E.P.R 1.007 1.397
255°
225°
285°
315°
345°15°
45°
105°
135°
75°
78
8280
N_AC_060201_1_0090101_01_00
Airport and Community NoiseIAE V2500 series engine
FIGURE 3
6-2-1Page 5
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
6-3-0 Danger Areas of Engines
**ON A/C A320-100 A320-200
Danger Areas of Engines
1. Danger Areas of the Engines.
6-3-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
6-3-1 Ground Idle Power
**ON A/C A320-100 A320-200
Ground Idle Power
1. This section gives danger areas of the engines at ground idle power conditions.
6-3-1Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
30°TO 55 m (180 ft) INCLUDES CROSS WIND EFFECT
EXHAUST WAKE DANGER AREA 65 MPH (105 km/h)OR GREATER
EXHAUST WAKE DANGER AREA 65 MPH (105 km/h)OR LESS
NO
EN
TR
Y 1
7 m
(55
ft) A
FT
OF
NO
ZZ
LE
(20 ft)
6.1 m
45°
1.5 m(5 ft)
(7.2 ft)R = 2.2 m
INTAKE SUCTION DANGER AREA
ENTRY CORRIDOR
N_AC_060301_1_0050101_01_01
Danger Areas of EnginesCFM56 series engine
FIGURE 1
6-3-1Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
0.75 m(2.5 ft)
R = 5.15 m(17 ft)
TO 59 m (195 ft) AFT COMMON NOZZLE ASSEMBLY (CNA)30°
INTAKE SUCTION DANGER AREAMINIMUM POWER
ENTRY CORRIDOR
EXHAUST DANGER AREA
N_AC_060301_1_0060101_01_00
Danger Areas of EnginesIAE V2500 series engine
FIGURE 2
6-3-1Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
6-3-2 Takeoff Power
**ON A/C A320-100 A320-200
Takeoff Power
1. This section gives danger areas of the engines at max takeoff conditions.
6-3-2Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
40°
30°
1.8 m(6 ft)
TO
275
m (
900
ft) A
FT
OF
FA
N N
OZ
ZLE
TO 150 m (500 ft) AFTOF FAN NOZZLE
R = 5.9 m(19.5 ft)
INLET SUCTION DANGER AREA
EXHAUST WAKE DANGERAREA 65 MPH (105 km/h)OR GREATER
EXHAUST WAKE DANGERAREA 65 MPH (105 km/h)OR LESS
N_AC_060302_1_0050101_01_01
Danger Areas of EnginesCFM56 series engine
FIGURE 1
6-3-2Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
1.5 m(5.5 ft)
R = 5.15 m(17 ft)
TO 348 m (1150 ft) AFT COMMON NOZZLE ASSEMBLY (CNA)
INTAKE SUCTION DANGER AREA
ENTRY CORRIDOR
EXHAUST DANGER AREA
30°
N_AC_060302_1_0060101_01_00
Danger Areas of EnginesIAE V2500 series engine
FIGURE 2
6-3-2Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
6-4-0 APU Exhaust Velocities and Temperatures
**ON A/C A320-100 A320-200
APU Exhaust Velocities and Temperatures
1. APU Exhaust Velocities and Temperatures.
6-4-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
6-4-1 APU
**ON A/C A320-100 A320-200
APU - APIC & GARRETT
1. This section gives APU exhaust velocities and temperatures.
6-4-1Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
0 PLAN 5 10 15 2520
0 16.404 32.808 49.212 65.616 82.02
0
0
FEET
0
5
ELEVATION
10
0
16.404
32.808
80°C176°F
100°C212°F
120°C248°F
150°C302°F
200°C392°F
300°C572°F
METERS
HEIGHT
m ft
FEET
METERS
45 m/s147 ft/s
30 m/s98 ft/s
20 m/s65 ft/s
10 m/s32 ft/s
5 m/s16 ft/s
5 10 15 20
16.404 32.808 49.212 65.616
N_AC_060401_1_0030101_01_00
Exhaust Velocities and TemperaturesAPU -- APIC & GARRETT
FIGURE 1
6-4-1Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
PAVEMENT DATA
7-1-0 General Information
**ON A/C A320-100 A320-200
General Information
1. General Information
This brief description of the pavement charts that follow will help in their use for airport planning.
To aid in the interpolation between the discrete values shown, each airplane configuration is shownwith a minimum range of five loads on the main landing gear.
All curves on the charts represent data at a constant specified tire pressure with:- The airplane loaded to the maximum ramp weight.- The Center of Gravity (CG) at its maximum permissible aft position.
Pavement requirements for commercial airplanes are derived from the static analysis of loads imposedon the main landing gear struts.
The A/C codes are used for configuration management of chapter 07 only. There is no relationbetween these A/C codes and the ICAO A/C codes used for determining the airplane wing span andouter main gear wheel span as described in ICAO-Annex 14 Volume 1, Aerodrome Design andOperation Chapter 1.4, Table 1-1.
Section 7-2-0 presents basic data on the landing gear footprint configuration, maximum ramp weightsand tire sizes and pressures.
Section 7-3-0 shows maximum vertical and horizontal pavement loads for certain critical conditions atthe tire-ground interfaces.
Section 7-4-1 contain charts to find these loads throughout the stability limits of the airplane at reston the pavement.
These main landing gear loads are used as the point of entry to the pavement design charts whichfollow, interpolating load values where necessary.
Section 7-5-1 uses procedures in Instruction Report No S-77-1 ”Procedures for Development of CBRDesign Curves”, dated June 1977 and as modified according to the methods described in ICAOAerodrome Design Manual, Part 3. Pavements, 2nd Edition, 1983, Section 1.1 (The ACN-PCNMethod), and utilizing the alpha factors approved by ICAO in October 2007.
7-1-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
The report was prepared by the U.S. Army Corps Engineers Waterways Experiment Station, Soils andPavement Laboratory, Vicksburg, Mississippi.
The line showing 10 000 coverages is used to calculate Aircraft Classification Number (ACN).
The procedure that follows is used to develop flexible pavement design curves such as shown inSection 7-5-1.- With the scale for pavement thickness at the bottom and the scale for CBR at the top, an
arbitrary line is drawn representing 10 000 coverages.- Incremental values of the weight on the main landing gear are then plotted.- Annual departure lines are drawn based on the load lines of the weight on the main landing gear
that is shown on the graph.
Section 7-7-1 gives the rigid pavement design curves that have been prepared with the use of theWestergaard Equation. This is in general accordance with the procedures outlined in the PortlandCement Association publications, ”Design of Concrete Airport Pavement”, 1973 and ”ComputerProgram for Airport Pavement Design”, (Program PDILB), 1967 both by Robert G. Packard.
The procedure that follows is used to develop rigid pavement design curves such as shown in Section7-7-1.- With the scale for pavement thickness to the left and the scale for allowable working stress to the
right, an arbitrary load line is drawn. This represents the main landing gear maximum weight tobe shown.
- All values of the subgrade modulus (k values) are then plotted.- Additional load lines for the incremental values of weight on the main landing gear are drawn on
the basis of the curve for k = 300 already shown on the graph.
All Load Classification Number (LCN) curves shown in Section 7-6-1 and Section 7-8-2 have beendeveloped from a computer program based on data provided in International Civil AviationOrganisation (ICAO) document 7920-AN/865/2, Aerodrome Manual, Part 2, ”Aerodrome PhysicalCharacteristics”, Second Edition, 1965.
The flexible pavement charts in Section 7-6-1 show LCN against equivalent single wheel load, andequivalent single wheel load against pavement thickness.
The rigid pavement charts in Section 7-8-2 show LCN against equivalent single wheel load andequivalent single wheel load against radius of relative stiffness.
Section 7-9-0 gives ACN data prepared according to the ACN/PCN system as referenced in ICAOAnnex 14, ”Aerodromes”, Volume 1 Fourth Edition July 2004, incorporating Amendments 1 to 6.
7-1-0Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
The ACN/PCN system gives a standardized international airplane/pavement rating system replacingthe various S, T, TT, LCN, AUW, ISWL, etc., rating systems used throughout the world.
The ACN is the Aircraft Classification Number and PCN is the corresponding Pavement ClassificationNumber.
An aircraft having an ACN equal to or less than the PCN can operate without restriction on thepavement.
Numerically the ACN is two times the derived single wheel load expressed in thousands of kilograms.The derived single wheel is defined as the load on a single tire inflated to 1.25 Mpa (181 psi) thatwould have the same pavement requirements as the aircraft.
Computationally the ACN/PCN system uses PCA program PDILB for rigid pavements and S-77-1 forflexible pavements to calculate ACN values.The Airport Authority must decide on the method of pavement analysis and the results of theirevaluation shown as follows:
PCNPAVEMENT
TYPESUBGRADECATEGORY
TIRE PRESSURE CATEGORY EVALUATION METHOD
R -- Rigid A -- High W -- No Limit T -- Technical
F -- Flexible B -- Medium X -- To 1.5 Mpa (217 psi) U -- Using Aircraft
C -- Low Y -- To 1.0 Mpa (145 psi)
D -- Ultra Low Z -- To 0.5 Mpa (73 psi)
Section 7-9-1 shows the aircraft ACN values for flexible pavements.
The four subgrade categories are:- A. High Strength CBR 15- B. Medium Strength CBR 10- C. Low Strength CBR 6- D. Ultra Low Strength CBR 3
Section 7-9-2 shows the aircraft ACN for rigid pavements.
The four subgrade categories are:- A. High Strength Subgrade k = 150 MN/m3 (550 pci)- B. Medium Strength Subgrade k = 80 MN/m3 (300 pci)- C. Low Strength Subgrade k = 40 MN/m3 (150 pci)- D. Ultra Low Strength Subgrade k = 20 MN/m3 (75 pci)
7-1-0Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
MODEL WVAIRCRAFT
CODEA320−111 01 CA320−111 00 02 DA320−2XX 06 EA320−2XX 05 FA320−2XX 01 GA320−2XX 02 HA320−2XX 13 04 IA320−2XX 08 00 14 JA320−2XX 16 KA320−2XX 03 09 LA320−2XX 11 MA320−2XX 10 07 NA320−2XX 12 OA320−2XX 15 PA320−2XXBogie L/G
00 TT
NOTE: FOR WEIGHT VARIANT DEFINITION, REFER TO CHAPTER 02−01−01.
NOTE: THE A/C CODES ARE USED FOR CONFIGURATION MANAGEMENT OFCHAPTER 07 ONLY.THERE IS NO RELATION BETWEEN THESE A/C CODES AND THE ICAO A/C CODES USED FOR DETERMINING THE AIRPLANE WING SPAN ANDOUTER MAIN GEAR WHEEL SPAN AS DESCRIBED IN ICAO−ANNEX 14 VOLUME 1, AERODROME DESIGN AND OPERATION CHAPTER 1.4, TABLE 1−1.
N_AC_070100_1_0030101_01_00
Aircraft CodesFIGURE 1
7-1-0Page 4
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
7-2-0 Landing Gear Footprint
**ON A/C A320-100 A320-200
Landing Gear Footprint
1. This section gives Landing Gear Footprint.
NOTE : For AC Code definition, refer to chapter 7-1-0.
7-2-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
C
11 bar (160 psi)
9.2 bar (133 psi)10.2 bar (148 psi)
49 x 19 − 2049 x 17 − 2046 x 17 R20
(46 x 16 − 20)
12.3 bar (178 psi)
PERCENTAGE OF WEIGHT
ON MAIN GEAR GROUP
NOSE GEAR TIRE SIZE
NOSE GEAR TIRE PRESSURE
MAIN GEAR TIRE SIZE
MAIN GEAR TIRE PRESSURE
(30 x 8.8 − 15)
30 x 8.8 R15
927 mm(36.5 in)
500 mm(19.7 in)
12 640 mm(41 ft 5.6 in)
7 590 mm(24 ft 10.8 in)
SEE SECTION 7−4−1
A/C CODE
N_AC_070200_1_0080101_01_01
Landing Gear FootprintLanding Gear Footprint
FIGURE 1
7-2-0Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
927 mm(36.5 in)
500 mm(19.7 in)
12 640 mm(41 ft 5.6 in)
7 590 mm(24 ft 10.8 in)
(30 x 8.8 − 15)
30 x 8.8 R15
PERCENTAGE OF WEIGHT
ON MAIN GEAR GROUP
NOSE GEAR TIRE SIZE
NOSE GEAR TIRE PRESSURE
MAIN GEAR TIRE SIZE
MAIN GEAR TIRE PRESSURE
11.4 bar (165 psi)
(46 x 16 − 20)
46 x 17 R2049 x 17 − 20 49 x 19 − 20
(49 x 18 − 22)
1 270 x 455 R22
9.6 bar (139 psi)10.6 bar (154 psi)10.9 bar (158 psi)12.8 bar (186 psi)
SEE SECTION 7−4−1
DA/C CODE
N_AC_070200_1_0090101_01_01
Landing Gear FootprintLanding Gear Footprint
FIGURE 2
7-2-0Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
9.2 bar (133 psi)10.2 bar (148 psi)
49 x 19 − 2049 x 17 − 2046 x 17 R20
(46 x 16 − 20)
12.3 bar (178 psi)
927 mm(36.5 in)
500 mm(19.7 in)
12 640 mm(41 ft 5.6 in)
7 590 mm(24 ft 10.8 in)
A/C CODE
PERCENTAGE OF WEIGHT
ON MAIN GEAR GROUP
NOSE GEAR TIRE SIZE
NOSE GEAR TIRE PRESSURE
MAIN GEAR TIRE SIZE
MAIN GEAR TIRE PRESSURE
(30 x 8.8 − 15)
30 x 8.8 R15
11 bar (160 psi)
E
SEE SECTION 7−4−1
N_AC_070200_1_0100101_01_01
Landing Gear FootprintFIGURE 3
7-2-0Page 4
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
927 mm(36.5 in)
500 mm(19.7 in)
12 640 mm(41 ft 5.6 in)
7 590 mm(24 ft 10.8 in)
30 x 8.8 R15
PERCENTAGE OF WEIGHT
ON MAIN GEAR GROUP
NOSE GEAR TIRE SIZE
NOSE GEAR TIRE PRESSURE
MAIN GEAR TIRE SIZE
MAIN GEAR TIRE PRESSURE
11.4 bar (165 psi)
46 x 17 R20 49 x 19 − 2049 x 17 − 20
10.9 bar (158 psi)9.6 bar (139 psi)10.6 bar (154 psi)12.8 bar (186 psi)
A/C CODE F
SEE SECTION 7−4−1
1 270 x 455 R22
(49 x 18 − 22)
N_AC_070200_1_0270101_01_00
Landing Gear FootprintFIGURE 4
7-2-0Page 5
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
927 mm(36.5 in)
500 mm(19.7 in)
12 640 mm(41 ft 5.6 in)
7 590 mm(24 ft 10.8 in)
(30 x 8.8 − 15)
30 x 8.8 R15
PERCENTAGE OF WEIGHT
ON MAIN GEAR GROUP
NOSE GEAR TIRE SIZE
NOSE GEAR TIRE PRESSURE
MAIN GEAR TIRE SIZE
MAIN GEAR TIRE PRESSURE
11.4 bar (165 psi)
(46 x 16 − 20)
46 x 17 R2049 x 17 − 20 49 x 19 − 20
(49 x 18 − 22)
1 270 x 455 R22
9.6 bar (139 psi)10.6 bar (154 psi)10.9 bar (158 psi)12.8 bar (186 psi)
A/C CODE G
SEE SECTION 7−4−1
N_AC_070200_1_0110101_01_01
Landing Gear FootprintFIGURE 5
7-2-0Page 6
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
927 mm(36.5 in)
500 mm(19.7 in)
12 640 mm(41 ft 5.6 in)
7 590 mm(24 ft 10.8 in)
(30 x 8.8 − 15)
30 x 8.8 R15
PERCENTAGE OF WEIGHT
ON MAIN GEAR GROUP
NOSE GEAR TIRE SIZE
NOSE GEAR TIRE PRESSURE
MAIN GEAR TIRE SIZE
MAIN GEAR TIRE PRESSURE
11.4 bar (165 psi)
(46 x 16 − 20)
46 x 17 R2049 x 17 − 20 49 x 19 − 20
(49 x 18 − 22)
1 270 x 455 R22
9.6 bar (139 psi)10.6 bar (154 psi)10.9 bar (158 psi)12.8 bar (186 psi)
A/C CODE H
SEE SECTION 7−4−1
N_AC_070200_1_0120101_01_01
Landing Gear FootprintFIGURE 6
7-2-0Page 7
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
927 mm(36.5 in)
500 mm(19.7 in)
12 640 mm(41 ft 5.6 in)
7 590 mm(24 ft 10.8 in)
(30 x 8.8 − 15)
30 x 8.8 R15
PERCENTAGE OF WEIGHT
ON MAIN GEAR GROUP
NOSE GEAR TIRE SIZE
NOSE GEAR TIRE PRESSURE
MAIN GEAR TIRE SIZE
MAIN GEAR TIRE PRESSURE
12.3 bar (178 psi)
(46 x 16 − 20)
46 x 17 R2049 x 17 − 20 49 x 19 − 20
(49 x 18 − 22)
1 270 x 455 R22
10.3 bar (149 psi)11.4 bar (165 psi)11.8 bar (171 psi)13.8 bar (200 psi)
A/C CODE I
SEE SECTION 7−4−1
N_AC_070200_1_0130101_01_01
Landing Gear FootprintFIGURE 7
7-2-0Page 8
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
927 mm(36.5 in)
500 mm(19.7 in)
12 640 mm(41 ft 5.6 in)
7 590 mm(24 ft 10.8 in)
(30 x 8.8 − 15)
30 x 8.8 R15
PERCENTAGE OF WEIGHT
ON MAIN GEAR GROUP
NOSE GEAR TIRE SIZE
NOSE GEAR TIRE PRESSURE
MAIN GEAR TIRE SIZE
MAIN GEAR TIRE PRESSURE
12.3 bar (178 psi)
(46 x 16 − 20)
46 x 17 R2049 x 17 − 20 49 x 19 − 20
(49 x 18 − 22)
1 270 x 455 R22
10.3 bar (149 psi)11.4 bar (165 psi)11.8 bar (171 psi)13.8 bar (200 psi)
A/C CODE J − K
SEE SECTION 7−4−1
N_AC_070200_1_0140101_01_01
Landing Gear FootprintFIGURE 8
7-2-0Page 9
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
927 mm(36.5 in)
500 mm(19.7 in)
12 640 mm(41 ft 5.6 in)
7 590 mm(24 ft 10.8 in)
(30 x 8.8 − 15)
30 x 8.8 R15
PERCENTAGE OF WEIGHT
ON MAIN GEAR GROUP
NOSE GEAR TIRE SIZE
NOSE GEAR TIRE PRESSURE
MAIN GEAR TIRE SIZE
MAIN GEAR TIRE PRESSURE
12.3 bar (178 psi)
(46 x 16 − 20)
46 x 17 R2049 x 17 − 20 49 x 19 − 20
(49 x 18 − 22)
1 270 x 455 R22
10.3 bar (149 psi)11.4 bar (165 psi)11.8 bar (171 psi)13.8 bar (200 psi)
A/C CODE L − M
SEE SECTION 7−4−1
N_AC_070200_1_0150101_01_01
Landing Gear FootprintFIGURE 9
7-2-0Page 10
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
927 mm(36.5 in)
500 mm(19.7 in)
12 640 mm(41 ft 5.6 in)
7 590 mm(24 ft 10.8 in)
(30 x 8.8 − 15)
30 x 8.8 R15
PERCENTAGE OF WEIGHT
ON MAIN GEAR GROUP
NOSE GEAR TIRE SIZE
NOSE GEAR TIRE PRESSURE
MAIN GEAR TIRE SIZE
MAIN GEAR TIRE PRESSURE
12.3 bar (178 psi)
(46 x 16 − 20)
46 x 17 R2049 x 17 − 20 49 x 19 − 20
(49 x 18 − 22)
1 270 x 455 R22
10.7 bar (155 psi)12 bar (174 psi)12.3 bar (178 psi)14.4 bar (209 psi)
A/C CODE N − O
SEE SECTION 7−4−1
N_AC_070200_1_0160101_01_01
Landing Gear FootprintFIGURE 10
7-2-0Page 11
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
927 mm(36.5 in)
500 mm(19.7 in)
12 640 mm(41 ft 5.6 in)
7 590 mm(24 ft 10.8 in)
(30 x 8.8 − 15)
30 x 8.8 R15
PERCENTAGE OF WEIGHT
ON MAIN GEAR GROUP
NOSE GEAR TIRE SIZE
NOSE GEAR TIRE PRESSURE
MAIN GEAR TIRE SIZE
MAIN GEAR TIRE PRESSURE
12.3 bar (178 psi)
(46 x 16 − 20)
46 x 17 R2049 x 17 − 20 49 x 19 − 20
(49 x 18 − 22)
1 270 x 455 R22
10.7 bar (155 psi)12 bar (174 psi)12.3 bar (178 psi)14.4 bar (209 psi)
A/C CODE P
SEE SECTION 7−4−1
N_AC_070200_1_0170101_01_01
Landing Gear FootprintFIGURE 11
7-2-0Page 12
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
(30 x 8.8 − 15)
30 x 8.8 R15
12.3 bar (178 psi)
12.2 bar (177 psi)
(36 x 11 − 16)
915 x 300 R16
PERCENTAGE OF WEIGHT
ON MAIN GEAR GROUP
NOSE GEAR TIRE SIZE
NOSE GEAR TIRE PRESSURE
MAIN GEAR TIRE SIZE
MAIN GEAR TIRE PRESSURE
927 mm(36.5 in)
500 mm(19.7 in)
12 640 mm(41 ft 5.6 in)
7 590 mm(24 ft 10.8 in)
1005 mm(39.5 in)
A/C CODE TT
SEE SECTION 7−4−1
N_AC_070200_1_0180101_01_01
Landing Gear FootprintFIGURE 12
7-2-0Page 13
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
7-3-0 Maximum Pavement Loads
**ON A/C A320-100 A320-200
Maximum Pavement Loads
1. This section gives Maximum Pavement Loads.
NOTE : For A/C code definition, refer to chapter 7-1-0.
7-3-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
1
ST
AT
IC L
OA
D A
TM
OS
T F
WD
CG
(1)
ST
AT
IC L
OA
D A
TM
AX
AF
T C
GS
TA
TIC
BR
AK
ING
DE
CE
LER
AT
ION
@ 1
0 ft/
sS
TE
AD
Y B
RA
KIN
G
DE
CE
LER
AT
ION
@ 1
0 ft/
sA
T IN
ST
AN
TA
NE
OU
SB
RA
KIN
GC
OE
FF
ICIE
NT
= 0
.8
23
45
6H
(P
ER
ST
RU
T)
MA
XIM
UM
RA
MP
WE
IGH
T
lbkg
lbkg
lbkg
lbkg
lbkg
lbkg
DC66
400
68 4
00
VM
G (
PE
R S
TR
UT
)V
NG
146
375
150
800
20 3
75
20 9
75
9 24
0
9 51
0
32 2
75
33 2
2515
070
14 6
4069
025
(2)
71 0
25 (
3)
31 3
10 (
2)
32 2
20 (
3)
22 7
50
23 4
25
10 3
20
10 6
30
55 2
25
56 8
25
25 0
50
25 7
80
V(N
G)
V(M
G)
H
MA
XIM
UM
VE
RT
ICA
L N
OS
E G
EA
R G
RO
UN
D L
OA
D A
T M
OS
T F
OR
WA
RD
CG
MA
XIM
UM
VE
RT
ICA
L M
AIN
GE
AR
GR
OU
ND
LO
AD
AT
MO
ST
AF
T C
G
MA
XIM
UM
HO
RIZ
ON
TA
L G
RO
UN
D L
OA
D F
RO
M B
RA
KIN
G
22
V(N
G)
V(M
G)
H
A/C
CO
DE
(1)
NO
TE
:A
LL L
OA
DS
CA
LCU
LAT
ED
US
ING
AIR
PLA
NE
MA
XIM
UM
RA
MP
WE
IGH
T
FW
D C
G =
17
% M
AC
(2)
AF
T C
G =
41
% M
AC
AF
T C
G =
40.
7 %
MA
C
N_AC_070300_1_0090101_01_01
(3)A
/C C
OD
E
C −
D
C D
Maximum Pavement LoadsMaximum Pavement Loads
FIGURE 1
7-3-0Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
1
A/C
CO
DE
ST
AT
IC L
OA
D A
TM
OS
T F
WD
CG
(1)
ST
AT
IC L
OA
D A
TM
AX
AF
T C
GS
TA
TIC
BR
AK
ING
DE
CE
LER
AT
ION
@ 1
0 ft/
sS
TE
AD
Y B
RA
KIN
G
DE
CE
LER
AT
ION
@ 1
0 ft/
sA
T IN
ST
AN
TA
NE
OU
SB
RA
KIN
GC
OE
FF
ICIE
NT
= 0
.8
23
45
6H
(P
ER
ST
RU
T)
MA
XIM
UM
RA
MP
WE
IGH
T
lbkg
lbkg
lbkg
lbkg
lbkg
lbkg
GE66
400
68 4
00
VM
G (
PE
R S
TR
UT
)V
NG
146
375
150
800
20 3
75
20 9
75
9 24
0
9 51
0
32 2
75
33 2
2515
070
14 6
4069
550
71 6
50
31 5
40
32 5
00
22 7
50
23 4
25
10 3
20
10 6
30
55 6
25
57 3
00
25 2
30
26 0
00
22
(2)
V(N
G)
V(M
G)
H
V(N
G)
MA
XIM
UM
VE
RT
ICA
L N
OS
E G
EA
R G
RO
UN
D L
OA
D A
T M
OS
T F
OR
WA
RD
CG
V(M
G)
MA
XIM
UM
VE
RT
ICA
L M
AIN
GE
AR
GR
OU
ND
LO
AD
AT
MO
ST
AF
T C
G
MA
XIM
UM
HO
RIZ
ON
TA
L G
RO
UN
D L
OA
D F
RO
M B
RA
KIN
GH
(1)
NO
TE
:A
LL L
OA
DS
CA
LCU
LAT
ED
US
ING
AIR
PLA
NE
MA
XIM
UM
RA
MP
WE
IGH
T
FW
D C
G =
17
% M
AC
(2)
AF
T C
G =
43
% M
AC
N_AC_070300_1_0100101_01_01
A/C
CO
DE
E −
G
E −
G
Maximum Pavement LoadsMaximum Pavement Loads
FIGURE 2
7-3-0Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
1
ST
AT
IC L
OA
D A
TM
OS
T F
WD
CG
ST
AT
IC L
OA
D A
TM
AX
AF
T C
GS
TA
TIC
BR
AK
ING
DE
CE
LER
AT
ION
@ 1
0 ft/
sS
TE
AD
Y B
RA
KIN
G
DE
CE
LER
AT
ION
@ 1
0 ft/
sA
T IN
ST
AN
TA
NE
OU
SB
RA
KIN
GC
OE
FF
ICIE
NT
= 0
.8
23
45
6H
(P
ER
ST
RU
T)
MA
XIM
UM
RA
MP
WE
IGH
T
lbkg
lbkg
lbkg
lbkg
lbkg
lbkg
F67
400
VM
G (
PE
R S
TR
UT
)V
NG
148
600
20 6
759
370
32 7
5014
850
70 6
0032
020
23 1
0010
470
56 4
7525
620
V(N
G)
MA
XIM
UM
VE
RT
ICA
L N
OS
E G
EA
R G
RO
UN
D L
OA
D A
T M
OS
T F
OR
WA
RD
CG
V(M
G)
MA
XIM
UM
VE
RT
ICA
L M
AIN
GE
AR
GR
OU
ND
LO
AD
AT
MO
ST
AF
T C
G
MA
XIM
UM
HO
RIZ
ON
TA
L G
RO
UN
D L
OA
D F
RO
M B
RA
KIN
G
22
V(N
G)
V(M
G)
H
A/C
CO
DE
(1)
(2)
H
(1)
MR
W =
67
400
kg
NO
TE
:A
LL L
OA
DS
CA
LCU
LAT
ED
US
ING
AIR
PLA
NE
MA
XIM
UM
RA
MP
WE
IGH
T
FW
D C
G =
17
% M
AC
AT
A/C
WE
IGH
T =
67
400
kg
A/C
CO
DE
F
(2)
MR
W =
67
400
kgA
FT
CG
= 4
3 %
MA
C A
T A
/C W
EIG
HT
= 6
7 40
0 kg
F
N_AC_070300_1_0320101_01_00
Maximum Pavement LoadsFIGURE 3
7-3-0Page 4
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
1
ST
AT
IC L
OA
D A
TM
OS
T F
WD
CG
(1)
ST
AT
IC L
OA
D A
TM
AX
AF
T C
GS
TA
TIC
BR
AK
ING
DE
CE
LER
AT
ION
@ 1
0 ft/
sS
TE
AD
Y B
RA
KIN
G
DE
CE
LER
AT
ION
@ 1
0 ft/
sA
T IN
ST
AN
TA
NE
OU
SB
RA
KIN
GC
OE
FF
ICIE
NT
= 0
.8
23
45
6H
(P
ER
ST
RU
T)
MA
XIM
UM
RA
MP
WE
IGH
T
lbkg
lbkg
lbkg
lbkg
lbkg
lbkg
IH70
400
71 9
00
VM
G (
PE
R S
TR
UT
)V
NG
155
200
158
500
21 5
75
22 0
25
9 79
0
9 99
0
34 1
50
34 8
5015
810
15 4
9073
200
(2)
74 8
75 (
3)
33 2
00 (
2)
33 9
60 (
3)
24 1
25
24 6
25
10 9
40
11 1
70
58 5
50
59 9
00
26 5
60
27 1
70
22
V(N
G)
V(M
G)
H
A/C
CO
DE
N_AC_070300_1_0110101_01_01
V(N
G)
V(M
G)
MA
XIM
UM
VE
RT
ICA
L N
OS
E G
EA
R G
RO
UN
D L
OA
D A
T M
OS
T F
OR
WA
RD
CG
MA
XIM
UM
VE
RT
ICA
L M
AIN
GE
AR
GR
OU
ND
LO
AD
AT
MO
ST
AF
T C
G
MA
XIM
UM
HO
RIZ
ON
TA
L G
RO
UN
D L
OA
D F
RO
M B
RA
KIN
GH
(1) NO
TE
:A
LL L
OA
DS
CA
LCU
LAT
ED
US
ING
AIR
PLA
NE
MA
XIM
UM
RA
MP
WE
IGH
T
FW
D C
G =
17
% M
AC
(2)
AF
T C
G =
41
% M
AC
AF
T C
G =
41.
42 %
MA
C(3
)
A/C
CO
DE
H −
IH I
Maximum Pavement LoadsMaximum Pavement Loads
FIGURE 4
7-3-0Page 5
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
1
ST
AT
IC L
OA
D A
TM
OS
T F
WD
CG
(1)
ST
AT
IC L
OA
D A
TM
AX
AF
T C
GS
TA
TIC
BR
AK
ING
DE
CE
LER
AT
ION
@ 1
0 ft/
sS
TE
AD
Y B
RA
KIN
G
DE
CE
LER
AT
ION
@ 1
0 ft/
sA
T IN
ST
AN
TA
NE
OU
SB
RA
KIN
GC
OE
FF
ICIE
NT
= 0
.8
23
45
6H
(P
ER
ST
RU
T)
MA
XIM
UM
RA
MP
WE
IGH
T
lbkg
lbkg
lbkg
lbkg
lbkg
lbkg
L −
M
J −
K73
900
75 9
00
VM
G (
PE
R S
TR
UT
)V
NG
162
925
167
325
22 0
50
22 0
50
10 0
00
10 0
00
34 9
00
34 9
0015
830
15 8
3076
550
(2)
78 2
50 (
3)
34 7
20 (
2)
35 4
90 (
3)
25 3
25
26 0
00
11 4
80
11 8
00
61 2
50
62 6
00
27 7
80
28 3
90
V(N
G)
V(M
G)
H
MA
XIM
UM
VE
RT
ICA
L N
OS
E G
EA
R G
RO
UN
D L
OA
D A
T M
OS
T F
OR
WA
RD
CG
MA
XIM
UM
VE
RT
ICA
L M
AIN
GE
AR
GR
OU
ND
LO
AD
AT
MO
ST
AF
T C
G
MA
XIM
UM
HO
RIZ
ON
TA
L G
RO
UN
D L
OA
D F
RO
M B
RA
KIN
G
22
V(N
G)
V(M
G)
H
A/C
CO
DE
(1) N
OT
E:
ALL
LO
AD
S C
ALC
ULA
TE
D U
SIN
G A
IRP
LAN
E M
AX
IMU
M R
AM
P W
EIG
HT
FW
D C
G =
17
% M
AC
AT
A/C
WE
IGH
T =
72
000
kg(2
)A
FT
CG
= 4
0 %
MA
CA
FT
CG
= 3
8.7
% M
AC
N_AC_070300_1_0120101_01_01
(3)
A/C
CO
DE
J −
K −
L −
MJ
− K
L −
M
Maximum Pavement LoadsMaximum Pavement Loads
FIGURE 5
7-3-0Page 6
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
1
ST
AT
IC L
OA
D A
TM
OS
T F
WD
CG
(1)
ST
AT
IC L
OA
D A
TM
AX
AF
T C
GS
TA
TIC
BR
AK
ING
DE
CE
LER
AT
ION
@ 1
0 ft/
sS
TE
AD
Y B
RA
KIN
G
DE
CE
LER
AT
ION
@ 1
0 ft/
sA
T IN
ST
AN
TA
NE
OU
SB
RA
KIN
GC
OE
FF
ICIE
NT
= 0
.8
23
45
6H
(P
ER
ST
RU
T)
MA
XIM
UM
RA
MP
WE
IGH
T
lbkg
lbkg
lbkg
lbkg
lbkg
lbkg
P
N −
O77
400
78 4
00
VM
G (
PE
R S
TR
UT
)V
NG
170
650
172
850
22 0
50
22 0
50
10 0
00
10 0
00
34 9
00
34 9
0015
830
15 8
3079
450
(2)
80 2
50 (
3)
36 0
30 (
2)
36 4
00 (
3)
26 5
25
26 8
50
12 0
30
12 1
80
63 5
50
64 2
00
28 8
30
29 1
20
V(N
G)
V(M
G)
MA
XIM
UM
VE
RT
ICA
L N
OS
E G
EA
R G
RO
UN
D L
OA
D A
T M
OS
T F
OR
WA
RD
CG
MA
XIM
UM
VE
RT
ICA
L M
AIN
GE
AR
GR
OU
ND
LO
AD
AT
MO
ST
AF
T C
G
MA
XIM
UM
HO
RIZ
ON
TA
L G
RO
UN
D L
OA
D F
RO
M B
RA
KIN
G
22
V(N
G)
V(M
G)
H
A/C
CO
DE
H
(1)
NO
TE
:A
LL L
OA
DS
CA
LCU
LAT
ED
US
ING
AIR
PLA
NE
MA
XIM
UM
RA
MP
WE
IGH
T
FW
D C
G =
17
% M
AC
AT
A/C
WE
IGH
T =
72
000
kg
(2)
AF
T C
G =
37.
5 %
MA
CA
FT
CG
= 3
6.8
% M
AC
N_AC_070300_1_0130101_01_01
(3)
A/C
CO
DE
N −
O −
P
N −
OP
Maximum Pavement LoadsMaximum Pavement Loads
FIGURE 6
7-3-0Page 7
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
1
ST
AT
IC L
OA
D A
TM
OS
T F
WD
CG
ST
AT
IC L
OA
D A
TM
AX
AF
T C
GS
TA
TIC
BR
AK
ING
DE
CE
LER
AT
ION
@ 1
0 ft/
sS
TE
AD
Y B
RA
KIN
G
DE
CE
LER
AT
ION
@ 1
0 ft/
sA
T IN
ST
AN
TA
NE
OU
SB
RA
KIN
GC
OE
FF
ICIE
NT
= 0
.8
23
45
6H
(P
ER
ST
RU
T)
MA
XIM
UM
RA
MP
WE
IGH
T
lbkg
lbkg
lbkg
lbkg
lbkg
lbkg
TT
73 9
00
VM
G (
PE
R S
TR
UT
)V
NG
162
925
22 1
5010
050
35 0
0015
870
76 5
0034
700
25 3
2511
480
61 2
0027
760
V(N
G)
MA
XIM
UM
VE
RT
ICA
L N
OS
E G
EA
R G
RO
UN
D L
OA
D A
T M
OS
T F
OR
WA
RD
CG
V(M
G)
MA
XIM
UM
VE
RT
ICA
L M
AIN
GE
AR
GR
OU
ND
LO
AD
AT
MO
ST
AF
T C
G
MA
XIM
UM
HO
RIZ
ON
TA
L G
RO
UN
D L
OA
D F
RO
M B
RA
KIN
G
22
V(N
G)
V(M
G)
H
A/C
CO
DE
(1)
(2)
H
(1)
NO
TE
:A
LL L
OA
DS
CA
LCU
LAT
ED
US
ING
AIR
PLA
NE
MA
XIM
UM
RA
MP
WE
IGH
T
FW
D C
G =
17
% M
AC
AT
A/C
WE
IGH
T =
72
000
kg
(2)
AF
T C
G =
40
% M
AC
N_AC_070300_1_0140101_01_01
A/C
CO
DE
TT
TT
Maximum Pavement LoadsMaximum Pavement Loads
FIGURE 7
7-3-0Page 8
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
7-4-0 Landing Gear Loading on Pavement
**ON A/C A320-100 A320-200
Landing Gear Loading on Pavement
1. General
In the example shown in Section 7-4-1 Landing Gear Loading on Pavement, A/C Code C, the GrossAircraft Weight is 49 000 kg (108 026 lb) and the percentage of weight on the Main Landing Gear is94.25 %.
For these conditions the total weight on the Main Landing Gear is 46 200 kg (101 854 lb).
7-4-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
7-4-1 Landing Gear Loading on Pavement
**ON A/C A320-100 A320-200
Landing Gear Loading on Pavement
1. This section gives Landing Gear Loading on Pavement.
NOTE : For A/C Code definition, refer to chapter 7-1-0.
7-4-1Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
5 10 15 20 25 30 35 40 45 50 55
35
40
45
50
55
60
65
70
82 84 86 88 90 92 94 96 98 100
PERCENTAGE OF WEIGHT ON MAIN GEAR
WE
IGH
T O
N M
AIN
LA
ND
ING
GE
AR
− (
x 1
000
kg)
35
40
45
50
55
60
65
70
PERCENTAGE MAC
AIR
CR
AF
T G
RO
SS
WE
IGH
T −
(x
1 00
0 kg
)
CG FOR ACNCALCULATION
TAKE OFF &
TAKE OFF LANDING
MZFW = 59 000 kg
MLW = 63 000 kg
MTOW = 66 000 kg
LANDING
A/C CODE C
N_AC_070401_1_0090101_01_02
Landing Gear Loading on PavementLanding Gear Loading on Pavement
FIGURE 1
7-4-1Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
TAKE OFF & LANDING
TAKE OFF LANDING
CG FOR ACNCALCULATIONS
MZFW = 59 800 kg
MLW = 63 000 kg
MTOW = 68 000 kg
5 10 15 20 25 30 35 40 45 50 55
PERCENTAGE MAC
35
40
45
50
55
60
65
70
AIR
CR
AF
T G
RO
SS
WE
IGH
T −
(x
1 00
0 kg
)
82 84 86 88 90 92 94 96 98 100
PERCENTAGE OF WEIGHT ON MAIN GEAR
35
40
45
50
55
60
65
70W
EIG
HT
ON
MA
IN L
AN
DIN
G G
EA
R −
(x
1 00
0 kg
)A/C CODE D
MZFW = 59 000 kg
N_AC_070401_1_0100101_01_02
Landing Gear Loading on PavementLanding Gear Loading on Pavement
FIGURE 2
7-4-1Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
TAKE OFF & LANDING
TAKE OFF LANDING
MTOW = 66 000 kg
MTOW = 67 000 kg
MTOW = 68 000 kg
MLW = 64 500 kg
MZFW = 60 500 kg
35
40
45
50
55
60
65
70W
EIG
HT
ON
MA
IN L
AN
DIN
G G
EA
R −
(x
1 00
0 kg
)
82 84 86 88 90 92 94 96 98 100
PERCENTAGE OF WEIGHT ON MAIN GEAR
5 10 15 20 25 30 35 40 45 50 55
PERCENTAGE MAC
35
40
45
50
55
60
65
70
AIR
CR
AF
T G
RO
SS
WE
IGH
T−
(x
1 00
0 kg
)
CG FOR ACNCALCULATION
A/C CODE E − F − G
N_AC_070401_1_0110101_01_02
Landing Gear Loading on PavementLanding Gear Loading on Pavement
FIGURE 3
7-4-1Page 4
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
35
40
45
50
55
60
65
70
AIR
CR
AF
T G
RO
SS
WE
IGH
T −
(x
1 00
0 kg
)
82 84 86 88 90 92 94 96 98 100
PERCENTAGE OF WEIGHT ON MAIN GEAR
35
40
45
50
55
60
65
70W
EIG
HT
ON
MA
IN L
AN
DIN
G G
EA
R −
(x
1 00
0 kg
)
5 10 15 20 25 30 35 40 45 50 55
PERCENTAGE MAC
MZFW = 60 500 kg
MLW = 64 500 kg
MTOW = 70 000 kg
TAKE OFF & LANDING
TAKE OFF LANDING
CG FOR ACNCALCULATION
A/C CODE H
N_AC_070401_1_0120101_01_02
Landing Gear Loading on PavementLanding Gear Loading on Pavement
FIGURE 4
7-4-1Page 5
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
5 10 15 20 25 30 35 40 45 50 55
PERCENTAGE MAC
35
40
45
50
55
60
65
75W
EIG
HT
ON
MA
IN L
AN
DIN
G G
EA
R −
(x
1 00
0 kg
)
35
40
45
50
55
60
70
75
AIR
CR
AF
T G
RO
SS
WE
IGH
T −
(x
1 00
0 kg
)
82 84 86 88 90 92 94 96 98 100
PERCENTAGE OF WEIGHT ON MAIN GEAR
TAKE OFF & LANDING
TAKE OFF LANDING
MZFW = 61 000 kg
MLW = 64 500 kg
MTOW = 71 500 kg
65
70
CG FOR ACNCALCULATION
A/C CODE I
N_AC_070401_1_0130101_01_02
MZFW = 60 500 kg
Landing Gear Loading on PavementLanding Gear Loading on Pavement
FIGURE 5
7-4-1Page 6
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
MZFW = 61 000 kg
MZFW = 61 500 kg
MLW = 64 500 kg
MTOW = 73 500 kg
5 10 15 20 25 30 35 40 45 50 55
PERCENTAGE MAC
TAKE OFF & LANDING
TAKE OFF LANDING
35
40
45
50
55
60
65
75W
EIG
HT
ON
MA
IN L
AN
DIN
G G
EA
R −
(x
1 00
0 kg
)
70
82 84 86 88 90 92 94 96 98 100
PERCENTAGE OF WEIGHT ON MAIN GEAR
35
40
45
50
55
60
70
75
AIR
CR
AF
T G
RO
SS
WE
IGH
T −
(x
1 00
0 kg
)
65
MZFW = 60 500 kg
CG FOR ACNCALCULATION
A/C CODE J − TT
N_AC_070401_1_0140101_01_02
Landing Gear Loading on PavementLanding Gear Loading on Pavement
FIGURE 6
7-4-1Page 7
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
5 10 15 20 25 30 35 40 45 50 55
PERCENTAGE MAC
35
40
45
50
55
60
70
75
AIR
CR
AF
T G
RO
SS
WE
IGH
T −
(x
1 00
0 kg
)
65
35
40
45
50
55
60
65
75W
EIG
HT
ON
MA
IN L
AN
DIN
G G
EA
R −
(x
1 00
0 kg
)
70
82 84 86 88 90 92 94 96 98 100
PERCENTAGE OF WEIGHT ON MAIN GEAR
TAKE OFF
MZFW = 62 500 kg
MTOW = 73 500 kg
MLW = 66 000 kg
TAKE OFF & LANDING
LANDING
CG FOR ACNCALCULATION
A/C CODE K
N_AC_070401_1_0150101_01_02
Landing Gear Loading on PavementLanding Gear Loading on Pavement
FIGURE 7
7-4-1Page 8
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
5 10 15 20 25 30 35 40 45 50 55
PERCENTAGE MAC
82 84 86 88 90 92 94 96 98 100
PERCENTAGE OF WEIGHT ON MAIN GEAR
35
40
45
50
55
60
65
75W
EIG
HT
ON
MA
IN L
AN
DIN
G G
EA
R −
(x
1 00
0 kg
)
70
35
40
45
50
55
60
70
75
AIR
CR
AF
T G
RO
SS
WE
IGH
T −
(x
1 00
0 kg
)65
TAKE OFF & LANDING
TAKE OFFLANDING
MTOW = 75 500 kg
CG FOR ACNCALCULATIONS
MLW = 64 500 kg
MLW = 60 500 kg
MZFW = 61 000 kg
A/C CODE L
N_AC_070401_1_0160101_01_02
Landing Gear Loading on PavementLanding Gear Loading on Pavement
FIGURE 8
7-4-1Page 9
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
82 84 86 88 90 92 94 96 98 100
PERCENTAGE OF WEIGHT ON MAIN GEAR
35
40
45
50
55
60
70
75
AIR
CR
AF
T G
RO
SS
WE
IGH
T −
(x
1 00
0 kg
)65
35
40
45
50
55
60
65
75W
EIG
HT
ON
MA
IN L
AN
DIN
G G
EA
R −
(x
1 00
0 kg
)
70
5 10 15 20 25 30 35 40 45 50 55
PERCENTAGE MAC
TAKE OFF & LANDING
TAKE OFF LANDING
MZFW = 62 500 kg
MLW = 66 000 kg
MTOW = 75 500 kg
CG FOR ACNCALCULATION
A/C CODE M
N_AC_070401_1_0170101_01_02
Landing Gear Loading on PavementLanding Gear Loading on Pavement
FIGURE 9
7-4-1Page 10
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
35
40
45
50
55
60
65
70
75
80W
EIG
HT
ON
MA
IN L
AN
DIN
G G
EA
R −
(x
1 00
0 kg
)
35
40
45
50
55
60
65
70
75
80
AIR
CR
AF
T G
RO
SS
WE
IGH
T −
(x
1 00
0 kg
)
TAKE OFF & LANDING
TAKE OFF LANDING
CG FOR ACNCALCULATIONS
MLW = 64 500 kg
MTOW = 77 000 kg
82 84 86 88 90 92 94 96 98 100
PERCENTAGE OF WEIGHT ON MAIN GEAR
5 10 15 20 25 30 35 40 45 50 55
PERCENTAGE MAC
A/C CODE N
MZFW = 61 000 kg
MZFW = 60 500 kg
N_AC_070401_1_0180101_01_02
Landing Gear Loading on PavementLanding Gear Loading on Pavement
FIGURE 10
7-4-1Page 11
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
5 10 15 20 25 30 35 40 45 50 55
PERCENTAGE MAC
35
40
45
50
55
60
65
70
75
80
AIR
CR
AF
T G
RO
SS
WE
IGH
T −
(x
1 00
0 kg
)
82 84 86 88 90 92 94 96 98 100
PERCENTAGE OF WEIGHT ON MAIN GEAR
35
40
45
50
55
60
65
70
75
80W
EIG
HT
ON
MA
IN L
AN
DIN
G G
EA
R −
(x
1 00
0 kg
)
TAKE OFF & LANDING
TAKE OFFLANDING
MZFW = 62 500 kg
MLW = 66 000 kg
MTOW = 77 000 kg
CG FOR ACNCALCULATION
A/C CODE O
N_AC_070401_1_0190101_01_02
Landing Gear Loading on PavementLanding Gear Loading on Pavement
FIGURE 11
7-4-1Page 12
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
82 84 86 88 90 92 94 96 98 100
PERCENTAGE OF WEIGHT ON MAIN GEAR
35
40
45
50
55
60
65
70
75
80W
EIG
HT
ON
MA
IN L
AN
DIN
G G
EA
R −
(x
1 00
0 kg
)
35
40
45
50
55
60
65
70
75
80
AIR
CR
AF
T G
RO
SS
WE
IGH
T −
(x
1 00
0 kg
)
5 10 15 20 25 30 35 40 45 50 55
PERCENTAGE MAC
MTOW = 78 000 kg
CG FOR ACNCALCULATION
MLW = 64 500 kg
MZFW = 61 000 kg
TAKE OFF & LANDING
TAKE OFFLANDING
A/C CODE P
N_AC_070401_1_0200101_01_02
Landing Gear Loading on PavementLanding Gear Loading on Pavement
FIGURE 12
7-4-1Page 13
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
7-5-0 Flexible Pavement Requirements - U.S. Army Corps of Engineers Design Method
**ON A/C A320-100 A320-200
Flexible Pavement Requirements - U.S. Army Corps of Engineers Design Method
1. General
In order to determine a particular Flexible Pavement Thickness, the Subgrade Strength (CBR), theAnnual Departure Level and the weight on one Main Landing Gear must be known.
In the example shown in Section 7-5-1 Flexible Pavement Requirements, A/C Code C for:- a CBR value of 10- an Annual Departure Level of 25 000- the Load on one MLG of 20 000 kg (44 100 lb).
For these conditions, the Flexible Pavement Thickness is 43 cm (16.8 in).
The line showing 10 000 Coverages is used to calculate the Aircraft Classification Number (ACN).
7-5-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
7-5-1 Flexible Pavement Requirements - U.S. Army Corps of Engineers Design Method
**ON A/C A320-100 A320-200
Flexible Pavement Requirements - U.S. Army Corps of Engineers Design Method
1. This section gives Flexible Pavement Requirements.
NOTE : For A/C Code definition, refer to chapter 7-1-0.
7-5-1Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
8060403020151063
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
46 x 17 R20 TIRES
TIRE PRESSURE CONSTANT AT 12.3 bar (178 psi)
SUBGRADE STRENGTH − CBR
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
8060403020151063
N_AC_070501_1_0650101_01_00
FOR ACN CALCULATIONS10 000 COVERAGES USED
A/C CODE C ALPHA FACTOR = 0.9
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
ANNUAL DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
20 000 kg (44 100 lb)15 000 kg (33 075 lb)10 000 kg (22 050 lb)
25 000 kg (55 125 lb)
WEIGHT ON ONE MAIN LANDING GEAR31 310 kg (69 025 lb)
Flexible Pavement RequirementsFIGURE 1
7-5-1Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
8060403020151063
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
49 x 17−20 TIRES
TIRE PRESSURE CONSTANT AT 10.2 bar (148 psi)
SUBGRADE STRENGTH − CBR
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
8060403020151063
FOR ACN CALCULATIONS10 000 COVERAGES USED
A/C CODE C ALPHA FACTOR = 0.9
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
20 000 kg (44 100 lb)15 000 kg (33 075 lb)10 000 kg (22 050 lb)
25 000 kg (55 125 lb)
WEIGHT ON ONE MAIN LANDING GEAR31 310 kg (69 025 lb)
N_AC_070501_1_0660101_01_00
ANNUAL DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
Flexible Pavement RequirementsFIGURE 2
7-5-1Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
8060403020151063
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
49 x 19−20 TIRES
TIRE PRESSURE CONSTANT AT 9.2 bar (133 psi)
SUBGRADE STRENGTH − CBR
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
8060403020151063
A/C CODE C ALPHA FACTOR = 0.9
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
ANNUAL DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
N_AC_070501_1_0670101_01_00
20 000 kg (44 100 lb)15 000 kg (33 075 lb)10 000 kg (22 050 lb)
25 000 kg (55 125 lb)
WEIGHT ON ONE MAIN LANDING GEAR31 310 kg (69 025 lb)
FOR ACN CALCULATIONS10 000 COVERAGES USED
Flexible Pavement RequirementsFIGURE 3
7-5-1Page 4
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
8060403020151063
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
46 x 17 R20 TIRES
TIRE PRESSURE CONSTANT AT 12.8 bar (186 psi)
SUBGRADE STRENGTH − CBR
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
8060403020151063
FOR ACN CALCULATIONS10 000 COVERAGES USED
ALPHA FACTOR = 0.9
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
A/C CODE D
N_AC_070501_1_0680101_01_00
ANNUAL DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
20 000 kg (44 100 lb)15 000 kg (33 075 lb)10 000 kg (22 050 lb)
25 000 kg (55 125 lb)
WEIGHT ON ONE MAIN LANDING GEAR32 220 kg (71 025 lb)
Flexible Pavement RequirementsFIGURE 4
7-5-1Page 5
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
8060403020151063
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
49 x 17−20 TIRES
TIRE PRESSURE CONSTANT AT 10.6 bar (154 psi)
SUBGRADE STRENGTH − CBR
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
8060403020151063
FOR ACN CALCULATIONS10 000 COVERAGES USED
A/C CODE D ALPHA FACTOR = 0.9
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
ANNUAL DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
20 000 kg (44 100 lb)15 000 kg (33 075 lb)10 000 kg (22 050 lb)
25 000 kg (55 125 lb)
WEIGHT ON ONE MAIN LANDING GEAR32 220 kg (71 025 lb)
N_AC_070501_1_0690101_01_00
Flexible Pavement RequirementsFIGURE 5
7-5-1Page 6
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
8060403020151063
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
1 270 x 455 R22 (49 x 18−22) TIRES
TIRE PRESSURE CONSTANT AT 10.9 bar (158 psi)
SUBGRADE STRENGTH − CBR
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
8060403020151063
FOR ACN CALCULATIONS10 000 COVERAGES USED
A/C CODE D ALPHA FACTOR = 0.9
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
ANNUAL DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
N_AC_070501_1_0700101_01_00
20 000 kg (44 100 lb)15 000 kg (33 075 lb)10 000 kg (22 050 lb)
25 000 kg (55 125 lb)
WEIGHT ON ONE MAIN LANDING GEAR32 220 kg (71 025 lb)
Flexible Pavement RequirementsFIGURE 6
7-5-1Page 7
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
8060403020151063
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
49 x 19−20 TIRES
TIRE PRESSURE CONSTANT AT 9.6 bar (139 psi)
SUBGRADE STRENGTH − CBR
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
8060403020151063
FOR ACN CALCULATIONS10 000 COVERAGES USED
A/C CODE D ALPHA FACTOR = 0.9
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
20 000 kg (44 100 lb)15 000 kg (33 075 lb)10 000 kg (22 050 lb)
25 000 kg (55 125 lb)
WEIGHT ON ONE MAIN LANDING GEAR32 220 kg (71 025 lb)
ANNUAL DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
N_AC_070501_1_0710101_01_00
Flexible Pavement RequirementsFIGURE 7
7-5-1Page 8
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
8060403020151063
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
46 x 17 R20 TIRES
TIRE PRESSURE CONSTANT AT 12.3 bar (178 psi)
SUBGRADE STRENGTH − CBR
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
8060403020151063
FOR ACN CALCULATIONS10 000 COVERAGES USED
A/C CODE E ALPHA FACTOR = 0.9
ANNUAL DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
N_AC_070501_1_0720101_01_00
20 000 kg (44 100 lb)15 000 kg (33 075 lb)10 000 kg (22 050 lb)
25 000 kg (55 125 lb)
WEIGHT ON ONE MAIN LANDING GEAR31 540 kg (69 550 lb)
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
Flexible Pavement RequirementsFIGURE 8
7-5-1Page 9
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
8060403020151063
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
49 x 17−20 TIRES
TIRE PRESSURE CONSTANT AT 10.2 bar (148 psi)
SUBGRADE STRENGTH − CBR
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
8060403020151063
A/C CODE E ALPHA FACTOR = 0.9
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
ANNUAL DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
FOR ACN CALCULATIONS10 000 COVERAGES USED
N_AC_070501_1_0730101_01_00
20 000 kg (44 100 lb)15 000 kg (33 075 lb)10 000 kg (22 050 lb)
25 000 kg (55 125 lb)
WEIGHT ON ONE MAIN LANDING GEAR31 540 kg (69 550 lb)
Flexible Pavement RequirementsFIGURE 9
7-5-1Page 10
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
8060403020151063
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
49 x 19−20 TIRES
TIRE PRESSURE CONSTANT AT 9.2 bar (133 psi)
SUBGRADE STRENGTH − CBR
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
8060403020151063
A/C CODE E ALPHA FACTOR = 0.9
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
N_AC_070501_1_0740101_01_00
ANNUAL DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
31 540 kg (69 550 lb)
20 000 kg (44 100 lb)15 000 kg (33 075 lb)10 000 kg (22 050 lb)
25 000 kg (55 125 lb)
WEIGHT ON ONE MAIN LANDING GEAR
FOR ACN CALCULATIONS10 000 COVERAGES USED
Flexible Pavement RequirementsFIGURE 10
7-5-1Page 11
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
8060403020151063
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
46 x 17 R20 TIRES
TIRE PRESSURE CONSTANT AT 12.8 bar (186 psi)
SUBGRADE STRENGTH − CBR
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
32 020 kg (70 600 lb)
20 000 kg (44 100 lb)15 000 kg (33 075 lb)10 000 kg (22 050 lb)
25 000 kg (55 125 lb)
8060403020151063
FOR ACN CALCULATIONS10 000 COVERAGES USED
A/C CODE F ALPHA FACTOR = 0.9
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
WEIGHT ON ONE MAIN LANDING GEAR
ANNUAL DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
N_AC_070501_1_0750101_01_00
Flexible Pavement RequirementsFIGURE 11
7-5-1Page 12
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
8060403020151063
SUBGRADE STRENGTH − CBR
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
8060403020151063
FOR ACN CALCULATIONS10 000 COVERAGES USED
A/C CODE F ALPHA FACTOR = 0.9
DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
ANNUAL
32 020 kg (70 600 lb)
20 000 kg (44 100 lb)15 000 kg (33 075 lb)10 000 kg (22 050 lb)
25 000 kg (55 125 lb)
WEIGHT ON ONE MAIN LANDING GEAR
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
49 x 17−20 TIRES
TIRE PRESSURE CONSTANT AT 10.6 bar (154 psi)N_AC_070501_1_0760101_01_00
Flexible Pavement RequirementsFIGURE 12
7-5-1Page 13
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
8060403020151063
SUBGRADE STRENGTH − CBR
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
8060403020151063
FOR ACN CALCULATIONS10 000 COVERAGES USED
A/C CODE F ALPHA FACTOR = 0.9
DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
ANNUAL
32 020 kg (70 600 lb)
20 000 kg (44 100 lb)15 000 kg (33 075 lb)10 000 kg (22 050 lb)
25 000 kg (55 125 lb)
WEIGHT ON ONE MAIN LANDING GEAR
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
1 270 x 455 R22 (49 x 18−22) TIRES
TIRE PRESSURE CONSTANT AT 10.9 bar (158 psi)N_AC_070501_1_0770101_01_00
Flexible Pavement RequirementFlexible Pavement Requirements
FIGURE 13
7-5-1Page 14
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
8060403020151063
SUBGRADE STRENGTH − CBR
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
8060403020151063
FOR ACN CALCULATIONS10 000 COVERAGES USED
ALPHA FACTOR = 0.9
DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
ANNUAL
32 020 kg (70 600 lb)
20 000 kg (44 100 lb)15 000 kg (33 075 lb)10 000 kg (22 050 lb)
25 000 kg (55 125 lb)
WEIGHT ON ONE MAIN LANDING GEAR
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
49 x 19−20 TIRES
TIRE PRESSURE CONSTANT AT 9.6 bar (139 psi)N_AC_070501_1_0780101_01_00
A/C CODE F
Flexible Pavement RequirementsFIGURE 14
7-5-1Page 15
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
8060403020151063
SUBGRADE STRENGTH − CBR
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
8060403020151063
FOR ACN CALCULATIONS10 000 COVERAGES USED
ALPHA FACTOR = 0.9
DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
ANNUAL
32 500 kg (71 650 lb)
20 000 kg (44 100 lb)15 000 kg (33 075 lb)10 000 kg (22 050 lb)
25 000 kg (55 125 lb)
WEIGHT ON ONE MAIN LANDING GEAR
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
46 x 17 R20 TIRES
TIRE PRESSURE CONSTANT AT 12.8 bar (186 psi)N_AC_070501_1_0790101_01_00
A/C CODE G
Flexible Pavement RequirementsFIGURE 15
7-5-1Page 16
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
8060403020151063
SUBGRADE STRENGTH − CBR
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
8060403020151063
FOR ACN CALCULATIONS10 000 COVERAGES USED
ALPHA FACTOR = 0.9
DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
ANNUAL
32 500 kg (71 650 lb)
20 000 kg (44 100 lb)15 000 kg (33 075 lb)10 000 kg (22 050 lb)
25 000 kg (55 125 lb)
WEIGHT ON ONE MAIN LANDING GEAR
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
49 x 17−20 TIRES
TIRE PRESSURE CONSTANT AT 10.6 bar (154 psi)
A/C CODE G
N_AC_070501_1_0800101_01_00
Flexible Pavement RequirementsFIGURE 16
7-5-1Page 17
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
8060403020151063
SUBGRADE STRENGTH − CBR
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
8060403020151063
FOR ACN CALCULATIONS10 000 COVERAGES USED
ALPHA FACTOR = 0.9
DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
ANNUAL
32 500 kg (71 650 lb)
20 000 kg (44 100 lb)15 000 kg (33 075 lb)10 000 kg (22 050 lb)
25 000 kg (55 125 lb)
WEIGHT ON ONE MAIN LANDING GEAR
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
1 270 x 455 R22 (49 x 18−22) TIRES
TIRE PRESSURE CONSTANT AT 10.9 bar (158 psi)
A/C CODE G
N_AC_070501_1_0810101_01_00
Flexible Pavement RequirementFlexible Pavement Requirements
FIGURE 17
7-5-1Page 18
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
8060403020151063
SUBGRADE STRENGTH − CBR
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
8060403020151063
FOR ACN CALCULATIONS10 000 COVERAGES USED
ALPHA FACTOR = 0.9
DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
ANNUAL
32 500 kg (71 650 lb)
20 000 kg (44 100 lb)15 000 kg (33 075 lb)10 000 kg (22 050 lb)
25 000 kg (55 125 lb)
WEIGHT ON ONE MAIN LANDING GEAR
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
49 x 19−20 TIRES
TIRE PRESSURE CONSTANT AT 9.6 bar (139 psi)
A/C CODE G
N_AC_070501_1_0820101_01_00
Flexible Pavement RequirementsFIGURE 18
7-5-1Page 19
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
8060403020151063
SUBGRADE STRENGTH − CBR
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
8060403020151063
FOR ACN CALCULATIONS10 000 COVERAGES USED
ALPHA FACTOR = 0.9
DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
ANNUAL
33 200 kg (73 200 lb)
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)
WEIGHT ON ONE MAIN LANDING GEAR
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
46 x 17 R20 TIRES
TIRE PRESSURE CONSTANT AT 12.8 bar (186 psi)
A/C CODE H
N_AC_070501_1_0830101_01_00
Flexible Pavement RequirementsFIGURE 19
7-5-1Page 20
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
8060403020151063
SUBGRADE STRENGTH − CBR
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
8060403020151063
FOR ACN CALCULATIONS10 000 COVERAGES USED
ALPHA FACTOR = 0.9
DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
ANNUAL
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
49 x 17−20 TIRES
TIRE PRESSURE CONSTANT AT 10.6 bar (154 psi)
A/C CODE H
N_AC_070501_1_0840101_01_00
33 200 kg (73 200 lb)
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)
WEIGHT ON ONE MAIN LANDING GEAR
Flexible Pavement RequirementsFIGURE 20
7-5-1Page 21
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
8060403020151063
SUBGRADE STRENGTH − CBR
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
8060403020151063
FOR ACN CALCULATIONS10 000 COVERAGES USED
ALPHA FACTOR = 0.9
DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
ANNUAL
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
1 270 x 455 R 22 (49 x 18−22) TIRES
TIRE PRESSURE CONSTANT AT 10.9 bar (158 psi)
A/C CODE H
N_AC_070501_1_0850101_01_00
33 200 kg (73 200 lb)
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)
WEIGHT ON ONE MAIN LANDING GEAR
Flexible Pavement RequirementsFIGURE 21
7-5-1Page 22
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
8060403020151063
SUBGRADE STRENGTH − CBR
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
8060403020151063
FOR ACN CALCULATIONS10 000 COVERAGES USED
ALPHA FACTOR = 0.9
DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
ANNUAL
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
49 x 19−20 TIRES
TIRE PRESSURE CONSTANT AT 9.6 bar (139 psi)
A/C CODE H
N_AC_070501_1_0860101_01_00
33 200 kg (73 200 lb)
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)
WEIGHT ON ONE MAIN LANDING GEAR
Flexible Pavement RequirementsFIGURE 22
7-5-1Page 23
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
FOR ACN CALCULATIONS10 000 COVERAGES USED
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
SUBGRADE STRENGTH − CBR
8060403020151063
8060403020151063
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
46 x 17 R20 TIRES
TIRE PRESSURE CONSTANT AT 13.8 bar (200 psi)
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
ALPHA FACTOR = 0.9
ANNUAL DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
A/C CODE I
WEIGHT ON ONE MAIN LANDING GEAR33 960 kg (74 875 lb)
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)
N_AC_070501_1_0870101_01_00
Flexible Pavement RequirementsFIGURE 23
7-5-1Page 24
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
FOR ACN CALCULATIONS10 000 COVERAGES USED
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
SUBGRADE STRENGTH − CBR
8060403020151063
8060403020151063
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
49 x 17−20 TIRES
TIRE PRESSURE CONSTANT AT 11.4 bar (165 psi)
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
ALPHA FACTOR = 0.9
ANNUAL DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
A/C CODE I
WEIGHT ON ONE MAIN LANDING GEAR33 960 kg (74 875 lb)
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)
N_AC_070501_1_0880101_01_00
Flexible Pavement RequirementsFIGURE 24
7-5-1Page 25
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
FOR ACN CALCULATIONS10 000 COVERAGES USED
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
SUBGRADE STRENGTH − CBR
8060403020151063
8060403020151063
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
1 270 x 455 R22 (49 x 18−22) TIRES
TIRE PRESSURE CONSTANT AT 11.8 bar (171 psi)
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
ALPHA FACTOR = 0.9
ANNUAL DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
A/C CODE I
WEIGHT ON ONE MAIN LANDING GEAR33 960 kg (74 875 lb)
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)
N_AC_070501_1_0890101_01_00
Flexible Pavement RequirementsFIGURE 25
7-5-1Page 26
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
FOR ACN CALCULATIONS10 000 COVERAGES USED
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
SUBGRADE STRENGTH − CBR
8060403020151063
8060403020151063
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
49 x 19−20 TIRES
TIRE PRESSURE CONSTANT AT 10.3 bar (149 psi)
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
ALPHA FACTOR = 0.9
ANNUAL DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
A/C CODE I
WEIGHT ON ONE MAIN LANDING GEAR33 960 kg (74 875 lb)
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)
N_AC_070501_1_0900101_01_00
Flexible Pavement RequirementsFIGURE 26
7-5-1Page 27
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
FOR ACN CALCULATIONS10 000 COVERAGES USED
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
SUBGRADE STRENGTH − CBR
8060403020151063
8060403020151063
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
46 x 17 R20 TIRES
TIRE PRESSURE CONSTANT AT 13.8 bar (200 psi)
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
ALPHA FACTOR = 0.9
ANNUAL DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
A/C CODE J−K
WEIGHT ON ONE MAIN LANDING GEAR33 960 kg (74 875 lb)
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)
N_AC_070501_1_0910101_01_00
Flexible Pavement RequirementsFIGURE 27
7-5-1Page 28
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
FOR ACN CALCULATIONS10 000 COVERAGES USED
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
SUBGRADE STRENGTH − CBR
8060403020151063
8060403020151063
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
49 x 17−20 TIRES
TIRE PRESSURE CONSTANT AT 11.4 bar (165 psi)
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
ALPHA FACTOR = 0.9
ANNUAL DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
A/C CODE J−K
WEIGHT ON ONE MAIN LANDING GEAR34 720 kg (76 550 lb)
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)
N_AC_070501_1_0920101_01_00
Flexible Pavement RequirementsFIGURE 28
7-5-1Page 29
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
FOR ACN CALCULATIONS10 000 COVERAGES USED
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
SUBGRADE STRENGTH − CBR
8060403020151063
8060403020151063
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
1 270 x 455 R22 (49 x 18−22) TIRES
TIRE PRESSURE CONSTANT AT 11.8 bar (171 psi)
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
ALPHA FACTOR = 0.9
ANNUAL DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
A/C CODE J−K
WEIGHT ON ONE MAIN LANDING GEAR34 720 kg (76 550 lb)
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)
N_AC_070501_1_0930101_01_00
Flexible Pavement RequirementsFlexible Pavement Requirements
FIGURE 29
7-5-1Page 30
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
FOR ACN CALCULATIONS10 000 COVERAGES USED
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
SUBGRADE STRENGTH − CBR
8060403020151063
8060403020151063
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
49 x 19−20 TIRES
TIRE PRESSURE CONSTANT AT 10.3 bar (149 psi)
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
ALPHA FACTOR = 0.9
ANNUAL DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
A/C CODE J−K
WEIGHT ON ONE MAIN LANDING GEAR34 720 kg (76 550 lb)
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)
N_AC_070501_1_0940101_01_00
Flexible Pavement RequirementsFIGURE 30
7-5-1Page 31
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
FOR ACN CALCULATIONS10 000 COVERAGES USED
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
SUBGRADE STRENGTH − CBR
8060403020151063
8060403020151063
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
46 x 17 R20 TIRES
TIRE PRESSURE CONSTANT AT 13.8 bar (200 psi)
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
ALPHA FACTOR = 0.9
ANNUAL DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
A/C CODE L−M
WEIGHT ON ONE MAIN LANDING GEAR35 490 kg (78 250 lb)
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)
N_AC_070501_1_0950101_01_00
Flexible Pavement RequirementsFIGURE 31
7-5-1Page 32
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
FOR ACN CALCULATIONS10 000 COVERAGES USED
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
SUBGRADE STRENGTH − CBR
8060403020151063
8060403020151063
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
49 x 17−20 TIRES
TIRE PRESSURE CONSTANT AT 11.4 bar (165 psi)
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
ALPHA FACTOR = 0.9
ANNUAL DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
A/C CODE L−M
WEIGHT ON ONE MAIN LANDING GEAR35 490 kg (78 250 lb)
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)
N_AC_070501_1_0960101_01_00
Flexible Pavement RequirementsFIGURE 32
7-5-1Page 33
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
FOR ACN CALCULATIONS10 000 COVERAGES USED
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
SUBGRADE STRENGTH − CBR
8060403020151063
8060403020151063
[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
1 270 x 455 R22 (49 x 18−22) TIRES
TIRE PRESSURE CONSTANT AT 11.8 bar (171 psi)
10 15 20 30 40 60 80 100 120 150 180
[INCHES]
ALPHA FACTOR = 0.9
ANNUAL DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
A/C CODE L−M
WEIGHT ON ONE MAIN LANDING GEAR35 490 kg (78 250 lb)
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)
N_AC_070501_1_0970101_01_00
Flexible Pavement RequirementsFIGURE 33
7-5-1Page 34
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
10 15 20 30 40 60 80 100 120 150 180[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
49 x 19−20 TIRESTIRE PRESSURE CONSTANT AT 10.3 bar (149 psi)
[INCHES]
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
WEIGHT ON ONE MAIN LANDING GEAR35 490 kg (78 250 lb)
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)
SUBGRADE STRENGTH − CBR
8060403020151063
8060403020151063
ALPHA FACTOR = 0.9A/C CODE L−M
FOR ACN CALCULATIONS10 000 COVERAGES USED
N_AC_070501_1_0980101_01_00
ANNUAL DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
Flexible Pavement RequirementsFIGURE 34
7-5-1Page 35
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
10 15 20 30 40 60 80 100 120 150 180[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
46 x 17 R20 TIRESTIRE PRESSURE CONSTANT AT 14.4 bar (209 psi)
[INCHES]
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
SUBGRADE STRENGTH − CBR
8060403020151063
8060403020151063
ANNUAL DEPARTURES*1 2003 0006 00015 00025 000*20 YEAR PAVEMENT LIFE
WEIGHT ON ONE MAIN LANDING GEAR36 030 kg (79 450 lb)
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)
ALPHA FACTOR = 0.9A/C CODE N−O
FOR ACN CALCULATIONS10 000 COVERAGES USED
N_AC_070501_1_0990101_01_00
Flexible Pavement RequirementsFIGURE 35
7-5-1Page 36
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
10 15 20 30 40 60 80 100 120 150 180[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
49 x 17−20 TIRESTIRE PRESSURE CONSTANT AT 12 bar (174 psi)
[INCHES]
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
SUBGRADE STRENGTH − CBR
8060403020151063
8060403020151063
FOR ACN CALCULATIONS10 000 COVERAGES USED
WEIGHT ON ONE MAIN LANDING GEAR36 030 kg (79 450 lb)
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)
ANNUAL DEPARTURES*
*20 YEAR PAVEMENT LIFE
1 2003 0006 00015 00025 000
ALPHA FACTOR = 0.9A/C CODE N−O
N_AC_070501_1_1000101_01_00
Flexible Pavement RequirementsFIGURE 36
7-5-1Page 37
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
10 15 20 30 40 60 80 100 120 150 180[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
1 270 x 455 R22 (49 x 18−22) TIRESTIRE PRESSURE CONSTANT AT 12.3 bar (178 psi)
[INCHES]
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
SUBGRADE STRENGTH − CBR
8060403020151063
8060403020151063
ANNUAL DEPARTURES*
*20 YEAR PAVEMENT LIFE
1 2003 0006 00015 00025 000
WEIGHT ON ONE MAIN LANDING GEAR36 030 kg (79 450 lb)
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)
ALPHA FACTOR = 0.9A/C CODE N−O
FOR ACN CALCULATIONS10 000 COVERAGES USED
N_AC_070501_1_1010101_01_00
Flexible Pavement RequirementsFIGURE 37
7-5-1Page 38
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
10 15 20 30 40 60 80 100 120 150 180[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
49 x 19−20 TIRESTIRE PRESSURE CONSTANT AT 10.7 bar (155 psi)
[INCHES]
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
SUBGRADE STRENGTH − CBR
8060403020151063
8060403020151063
WEIGHT ON ONE MAIN LANDING GEAR36 030 kg (79 450 lb)
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)
ANNUAL DEPARTURES*
*20 YEAR PAVEMENT LIFE
1 2003 0006 00015 00025 000
ALPHA FACTOR = 0.9A/C CODE N−O
FOR ACN CALCULATIONS10 000 COVERAGES USED
N_AC_070501_1_1020101_01_00
Flexible Pavement RequirementsFIGURE 38
7-5-1Page 39
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
10 15 20 30 40 60 80 100 120 150 180[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
46 x 17 R20 TIRESTIRE PRESSURE CONSTANT AT 14.4 bar (209 psi)
[INCHES]
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
SUBGRADE STRENGTH − CBR
8060403020151063
8060403020151063
WEIGHT ON ONE MAIN LANDING GEAR36 400 kg (80 250 lb)
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)
ANNUAL DEPARTURES*
*20 YEAR PAVEMENT LIFE
1 2003 0006 00015 00025 000
FOR ACN CALCULATIONS10 000 COVERAGES USED
ALPHA FACTOR = 0.9A/C CODE P
N_AC_070501_1_1030101_01_00
Flexible Pavement RequirementsFIGURE 39
7-5-1Page 40
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
10 15 20 30 40 60 80 100 120 150 180[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
49 x 17−20 TIRESTIRE PRESSURE CONSTANT AT 12 bar (174 psi)
[INCHES]
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
SUBGRADE STRENGTH − CBR
8060403020151063
8060403020151063
ALPHA FACTOR = 0.9A/C CODE P
ANNUAL DEPARTURES*
*20 YEAR PAVEMENT LIFE
1 2003 0006 00015 00025 000
FOR ACN CALCULATIONS10 000 COVERAGES USED
WEIGHT ON ONE MAIN LANDING GEAR36 400 kg (80 250 lb)
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)
N_AC_070501_1_1040101_01_00
Flexible Pavement RequirementsFIGURE 40
7-5-1Page 41
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
10 15 20 30 40 60 80 100 120 150 180[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
1 270 x 455 R22 (49 x 18−22) TIRESTIRE PRESSURE CONSTANT AT 12.3 bar (178 psi)
[INCHES]
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
SUBGRADE STRENGTH − CBR
8060403020151063
8060403020151063
ALPHA FACTOR = 0.9A/C CODE P
ANNUAL DEPARTURES*
*20 YEAR PAVEMENT LIFE
1 2003 0006 00015 00025 000
WEIGHT ON ONE MAIN LANDING GEAR36 400 kg (80 250 lb)
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)
FOR ACN CALCULATIONS10 000 COVERAGES USED
N_AC_070501_1_1050101_01_00
Flexible Pavement RequirementsFIGURE 41
7-5-1Page 42
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
10 15 20 30 40 60 80 100 120 150 180[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
49 x 19−20 TIRESTIRE PRESSURE CONSTANT AT 10.7 bar (155 psi)
[INCHES]
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
SUBGRADE STRENGTH − CBR
8060403020151063
8060403020151063
ALPHA FACTOR = 0.9A/C CODE P
WEIGHT ON ONE MAIN LANDING GEAR36 400 kg (80 250 lb)
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)
ANNUAL DEPARTURES*
*20 YEAR PAVEMENT LIFE
1 2003 0006 00015 00025 000
FOR ACN CALCULATIONS10 000 COVERAGES USED
N_AC_070501_1_1060101_01_00
Flexible Pavement RequirementsFIGURE 42
7-5-1Page 43
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
10 15 20 30 40 60 80 100 120 150 180[CENTIMETERS]
FLEXIBLE PAVEMENT THICKNESS
915 x 300 R16 (36 x 11−16) TIRESTIRE PRESSURE CONSTANT AT 12.2 bar (177 psi)
[INCHES]
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
SUBGRADE STRENGTH − CBR
8060403020151063
8060403020151063
WEIGHT ON ONE MAIN LANDING GEAR34 700 kg (76 500 lb)
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)
ALPHA FACTOR = 0.9A/C CODE TT
USED FOR ACN10 000 COVERAGES
CALCULATIONS
N_AC_070501_1_1070101_01_00
ANNUAL DEPARTURES*
*20 YEAR PAVEMENT LIFE
1 2003 0006 00015 00025 000
Flexible Pavement RequirementsFIGURE 43
7-5-1Page 44
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
7-6-0 Flexible Pavement Requirements - LCN Conversion
**ON A/C A320-100 A320-200
Flexible Pavement Requirements - LCN Conversion
1. General
In order to determine the airplane weight that can be accommodated on a particular FlexiblePavement, both the LCN of the pavement and the thickness (h) must be known.
In the example shown in Section 7-6-1 Flexible Pavement Requirements - LCN Conversion, A/C CodeC for:The thickness (h) is shown at 20 inches with an LCN of 53.
For these conditions, the weight on one Main Landing Gear is 25 000 kg (55 125 lb).
7-6-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
7-6-1 Flexible Pavement Requirements - LCN Conversion
**ON A/C A320-100 A320-200
Flexible Pavement Requirements - LCN Conversion
1. This section gives Flexible Pavement Requirements - LCN Conversion.
NOTE : For A/C Code definition, refer to chapter 7-1-0.
7-6-1Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
NO
TE
:IC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
IN
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.3
bar
(178
psi
)46
x 1
7 R
20 T
IRE
S
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
20
WE
IGH
T O
N O
NE
MA
IN
31 3
10 k
g
(69
025
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
2 03
21
524
1 01
676
225
450
8
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
N_AC_070601_1_0680101_01_00
A/C
CO
DE
C
70
Flexible Pavement Requirements - LCN ConversionFIGURE 1
7-6-1Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
NO
TE
:IC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
IN
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.2
bar
(148
psi
)49
x 1
7−20
TIR
ES
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
20
WE
IGH
T O
N O
NE
MA
IN
31 3
10 k
g
(69
025
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
2 03
21
524
1 01
676
225
450
8
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
A/C
CO
DE
C
N_AC_070601_1_0690101_01_00
70
Flexible Pavement Requirements - LCN ConversionFIGURE 2
7-6-1Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
NO
TE
:IC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
IN
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 9
.2 b
ar (
133
psi)
49 x
19−
20 T
IRE
S
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
20
WE
IGH
T O
N O
NE
MA
IN
31 3
10 k
g
(69
025
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
2 03
21
524
1 01
676
225
450
8
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
A/C
CO
DE
C
N_AC_070601_1_0700101_01_00
70
Flexible Pavement Requirements - LCN ConversionFIGURE 3
7-6-1Page 4
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
NO
TE
:IC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
IN
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.8
bar
(186
psi
)
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
20
WE
IGH
T O
N O
NE
MA
IN
32 2
20 k
g
(71
025
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
2 03
21
524
1 01
676
225
450
8
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
A/C
CO
DE
D
N_AC_070601_1_0710101_01_00
46 x
17
R20
TIR
ES
70
Flexible Pavement Requirements - LCN ConversionFIGURE 4
7-6-1Page 5
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
NO
TE
:IC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
IN
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.6
bar
(154
psi
)49
x 1
7−20
TIR
ES
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
20
N_AC_070601_1_0720101_01_00
WE
IGH
T O
N O
NE
MA
IN
32 2
20 k
g
(71
025
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
2 03
21
524
1 01
676
225
450
8
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
A/C
CO
DE
D
70
Flexible Pavement Requirements - LCN ConversionFIGURE 5
7-6-1Page 6
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
NO
TE
:IC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
IN
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.9
bar
(158
psi
)1
270
x 45
5 R
22 (
49 x
18−
22)
TIR
ES
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
20
WE
IGH
T O
N O
NE
MA
IN
32 2
20 k
g
(71
025
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
2 03
21
524
1 01
676
225
450
8
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
A/C
CO
DE
D
70
N_AC_070601_1_0730101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 6
7-6-1Page 7
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
NO
TE
:IC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
IN
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 9
.6 b
ar (
139
psi)
49 x
19−
20 T
IRE
S
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
20
WE
IGH
T O
N O
NE
MA
IN
32 2
20 k
g
(71
025
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
2 03
21
524
1 01
676
225
450
8
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
N_AC_070601_1_0740101_01_00
A/C
CO
DE
D
70
Flexible Pavement Requirements - LCN ConversionFIGURE 7
7-6-1Page 8
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:IC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
IN
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.3
bar
(178
psi
)46
x 1
7 R
20 T
IRE
S
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
20
WE
IGH
T O
N O
NE
MA
IN
31 5
40 k
g
(69
550
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
2 03
21
524
1 01
676
225
450
8
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
A/C
CO
DE
E
N_AC_070601_1_0750101_01_00
70
Flexible Pavement Requirements - LCN ConversionFIGURE 8
7-6-1Page 9
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:IC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
IN
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
20
WE
IGH
T O
N O
NE
MA
IN
31 5
40 k
g
(69
550
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
2 03
21
524
1 01
676
225
450
8
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
A/C
CO
DE
E
N_AC_070601_1_0760101_01_00
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.2
bar
(148
psi
)49
x 1
7−20
TIR
ES
70
Flexible Pavement Requirements - LCN ConversionFIGURE 9
7-6-1Page 10
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:IC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
IN
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
20
WE
IGH
T O
N O
NE
MA
IN
31 5
40 k
g
(69
550
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
2 03
21
524
1 01
676
225
450
8
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
A/C
CO
DE
E
N_AC_070601_1_0770101_01_00
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 9
.2 b
ar (
133
psi)
49 x
19−
20 T
IRE
S
70
Flexible Pavement Requirements - LCN ConversionFIGURE 10
7-6-1Page 11
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:IC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
IN
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.8
bar
(186
psi
)
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
20
WE
IGH
T O
N O
NE
MA
IN
32 0
20 k
g
(70
600
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
2 03
21
524
1 01
676
225
450
8
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
A/C
CO
DE
F
46 x
17
R20
TIR
ES
N_AC_070601_1_0780101_01_00
70
Flexible Pavement Requirements - LCN ConversionFIGURE 11
7-6-1Page 12
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:E
QU
IVA
LEN
T S
ING
LE W
HE
EL
LOA
DS
AR
E D
ER
IVE
D B
Y M
ET
HO
DS
SH
OW
N IN
ICA
O A
ER
OD
RO
ME
MA
NU
AL
PA
RT
2 P
AR
4.1
.3 S
econ
d E
ditio
n 19
65
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.6
bar
(154
psi
)49
x 1
7−20
TIR
ES
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
20
762
254
508
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
A/C
CO
DE
F
2 03
21
524
1 01
6
WE
IGH
T O
N O
NE
MA
IN
32 0
20 k
g
(70
600
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
70
N_AC_070601_1_0790101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 12
7-6-1Page 13
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.9
bar
(158
psi
)1
270
x 45
5 R
22 (
49 x
18−
22)
TIR
ES
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
20
762
254
508
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
A/C
CO
DE
F
2 03
21
524
1 01
6
WE
IGH
T O
N O
NE
MA
IN
32 0
20 k
g
(70
600
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
70
N_AC_070601_1_0800101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 13
7-6-1Page 14
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 9
.6 b
ar (
139
psi)
49 x
19−
20 T
IRE
S
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
20
762
254
508
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
A/C
CO
DE
F
2 03
21
524
1 01
6
WE
IGH
T O
N O
NE
MA
IN
32 0
20 k
g
(70
600
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
70
N_AC_070601_1_0810101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 14
7-6-1Page 15
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.8
bar
(186
psi
)46
x 1
7 R
20 T
IRE
S
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
20
762
254
508
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
A/C
CO
DE
G
2 03
21
524
1 01
6
WE
IGH
T O
N O
NE
MA
IN
32 5
00 k
g
(71
650
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
70
N_AC_070601_1_0820101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 15
7-6-1Page 16
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:E
QU
IVA
LEN
T S
ING
LE W
HE
EL
LOA
DS
AR
E D
ER
IVE
D B
Y M
ET
HO
DS
SH
OW
N IN
ICA
O A
ER
OD
RO
ME
MA
NU
AL
PA
RT
2 P
AR
4.1
.3 S
econ
d E
ditio
n 19
65
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.6
bar
(154
psi
)49
x 1
7−20
TIR
ES
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
20
762
254
508
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
A/C
CO
DE
G
2 03
21
524
1 01
6
WE
IGH
T O
N O
NE
MA
IN
32 5
00 k
g
(71
650
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
70
N_AC_070601_1_0830101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 16
7-6-1Page 17
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.9
bar
(158
psi
)1
270
x 45
5 R
22 (
19 x
18−
22)
TIR
ES
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
20
762
254
508
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
A/C
CO
DE
G
2 03
21
524
1 01
6
WE
IGH
T O
N O
NE
MA
IN
32 5
00 k
g
(71
650
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
70
N_AC_070601_1_0840101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 17
7-6-1Page 18
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 9
.6 b
ar (
139
psi)
49 x
19−
20 T
IRE
S
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
20
762
254
508
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
A/C
CO
DE
G
2 03
21
524
1 01
6
WE
IGH
T O
N O
NE
MA
IN
32 5
00 k
g
(71
650
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
70
N_AC_070601_1_0850101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 18
7-6-1Page 19
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.8
bar
(186
psi
)46
x 1
7 R
20 T
IRE
S
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
20
762
254
508
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
A/C
CO
DE
H
2 03
21
524
1 01
6
WE
IGH
T O
N O
NE
MA
IN
33 2
00 k
g
(73
200
lb)
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
LAN
DIN
G G
EA
R
15 0
00 k
g
(33
075
lb)
70
N_AC_070601_1_0860101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 19
7-6-1Page 20
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.6
bar
(154
psi
)49
x 1
7−20
TIR
ES
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
20
762
254
508
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
A/C
CO
DE
H
2 03
21
524
1 01
6
WE
IGH
T O
N O
NE
MA
IN
33 2
00 k
g
(73
200
lb)
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
LAN
DIN
G G
EA
R
15 0
00 k
g
(33
075
lb)
70
N_AC_070601_1_0870101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 20
7-6-1Page 21
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.9
bar
(158
psi
)1
270
x 45
5 R
22 (
49 x
18−
22)
TIR
ES
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
20
762
254
508
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
A/C
CO
DE
H
2 03
21
524
1 01
6
WE
IGH
T O
N O
NE
MA
IN
33 2
00 k
g
(73
200
lb)
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
LAN
DIN
G G
EA
R
15 0
00 k
g
(33
075
lb)
70
N_AC_070601_1_0880101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 21
7-6-1Page 22
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 9
.6 b
ar (
139
psi)
49 x
19−
20 T
IRE
S
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
20
762
254
508
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
A/C
CO
DE
H
2 03
21
524
1 01
6
WE
IGH
T O
N O
NE
MA
IN
33 2
00 k
g
(73
200
lb)
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
LAN
DIN
G G
EA
R
15 0
00 k
g
(33
075
lb)
70
N_AC_070601_1_0890101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 22
7-6-1Page 23
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:IC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
IN
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
3.8
bar
(200
psi
)46
X 1
7 R
20 T
IRE
S
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
20
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)2
032
1 52
41
016
762
508
254
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
WE
IGH
T O
N O
NE
MA
IN
33 9
60 k
g
(74
875
lb)
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
LAN
DIN
G G
EA
R
15 0
00 k
g
(33
075
lb)
A/C
CO
DE
I
70
N_AC_070601_1_0900101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 23
7-6-1Page 24
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:IC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
IN
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
1.4
bar
(165
psi
)49
X 1
7−20
TIR
ES
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
20
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)2
032
1 52
41
016
762
508
254
70
N_AC_070601_1_0910101_01_00
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
WE
IGH
T O
N O
NE
MA
IN
33 9
60 k
g
(74
875
lb)
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
LAN
DIN
G G
EA
R
15 0
00 k
g
(33
075
lb)
A/C
CO
DE
I
Flexible Pavement Requirements - LCN ConversionFIGURE 24
7-6-1Page 25
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:IC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
IN
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
1.8
bar
(171
psi
)1
270
X 4
55 R
22 (
49 x
18−
22)
TIR
ES
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
20
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)2
032
1 52
41
016
762
508
254
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
WE
IGH
T O
N O
NE
MA
IN
33 9
60 k
g
(74
875
lb)
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
LAN
DIN
G G
EA
R
15 0
00 k
g
(33
075
lb)
A/C
CO
DE
I
70
N_AC_070601_1_0920101_01_00
Flexible Pavement Requirements - LCN ConversionFlexible Pavement Requirements - LCN Conversion
FIGURE 25
7-6-1Page 26
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:IC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
IN
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
20
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)2
032
1 52
41
016
762
508
254
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
WE
IGH
T O
N O
NE
MA
IN
33 9
60 k
g
(74
875
lb)
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
LAN
DIN
G G
EA
R
15 0
00 k
g
(33
075
lb)
A/C
CO
DE
I
70
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.3
bar
(149
psi
)49
X 1
9−20
TIR
ES
N_AC_070601_1_0930101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 26
7-6-1Page 27
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:IC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
IN
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
3.8
bar
(200
psi
)46
X 1
7 R
20 T
IRE
S
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
20
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)2
032
1 52
41
016
762
508
254
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
WE
IGH
T O
N O
NE
MA
IN
34 7
20 k
g
(76
550
lb)
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
LAN
DIN
G G
EA
R
15 0
00 k
g
(33
075
lb)
A/C
CO
DE
J−
K
70
N_AC_070601_1_0940101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 27
7-6-1Page 28
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:IC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
IN
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
1.4
bar
(165
psi
)49
X 1
7−20
TIR
ES
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
20
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)2
032
1 52
41
016
762
508
254
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
WE
IGH
T O
N O
NE
MA
IN
34 7
20 k
g
(76
550
lb)
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
LAN
DIN
G G
EA
R
15 0
00 k
g
(33
075
lb)
A/C
CO
DE
J−
K
70
N_AC_070601_1_0950101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 28
7-6-1Page 29
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:IC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
IN
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
1.8
bar
(171
psi
)1
270
X 4
55 R
22 (
49 x
18−
22)
TIR
ES
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
20
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)2
032
1 52
41
016
762
508
254
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
WE
IGH
T O
N O
NE
MA
IN
34 7
20 k
g
(76
550
lb)
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
LAN
DIN
G G
EA
R
15 0
00 k
g
(33
075
lb)
A/C
CO
DE
J−
K
70
N_AC_070601_1_0960101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 29
7-6-1Page 30
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:IC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
IN
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.3
bar
(149
psi
)49
X 1
9−20
TIR
ES
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
20
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)2
032
1 52
41
016
762
508
254
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
WE
IGH
T O
N O
NE
MA
IN
34 7
20 k
g
(76
550
lb)
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
LAN
DIN
G G
EA
R
15 0
00 k
g
(33
075
lb)
A/C
CO
DE
J−
K
70
N_AC_070601_1_0970101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 30
7-6-1Page 31
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:IC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
IN
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
3.8
bar
(200
psi
)46
X 1
7 R
20 T
IRE
S
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
20
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)2
032
1 52
41
016
762
508
254
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
WE
IGH
T O
N O
NE
MA
IN
35 4
90 k
g
(78
250
lb)
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
LAN
DIN
G G
EA
R
15 0
00 k
g
(33
075
lb)
A/C
CO
DE
L−
M
70
N_AC_070601_1_0980101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 31
7-6-1Page 32
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:IC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
IN
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
1.4
bar
(165
psi
)49
X 1
7−20
TIR
ES
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
20
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)2
032
1 52
41
016
762
508
254
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
WE
IGH
T O
N O
NE
MA
IN
35 4
90 k
g
(78
250
lb)
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
LAN
DIN
G G
EA
R
15 0
00 k
g
(33
075
lb)
A/C
CO
DE
L−
M
70
N_AC_070601_1_0990101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 32
7-6-1Page 33
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
1.8
bar
(171
psi
)1
270
x 45
5 R
22 (
49 x
18−
22)
TIR
ES
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
20
762
254
508
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
A/C
CO
DE
L−
M
2 03
21
524
1 01
6
70
WE
IGH
T O
N O
NE
MA
IN
35 4
90 k
g
(78
250
lb)
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
LAN
DIN
G G
EA
R
15 0
00 k
g
(33
075
lb)
N_AC_070601_1_1000101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 33
7-6-1Page 34
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.3
bar
(149
psi
)49
x 1
9−20
TIR
ES
35 30 25 20 15 10 5 080
100
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607080
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
20
762
254
508
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
A/C
CO
DE
L−
M
2 03
21
524
1 01
6
70
WE
IGH
T O
N O
NE
MA
IN
35 4
90 k
g
(78
250
lb)
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
LAN
DIN
G G
EA
R
15 0
00 k
g
(33
075
lb)
N_AC_070601_1_1010101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 34
7-6-1Page 35
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
4.4
bar
(209
psi
)46
x 1
7 R
20 T
IRE
S
40 30 25 20 15 10 5 010
012
070
5040
3020
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607090
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
20
762
254
508
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
2 03
21
524
1 01
6
80
35
60
80M
AX
IMU
M R
AM
P W
EIG
HT
AN
D A
FT
CG
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T
A/C
CO
DE
N−
O
WE
IGH
T O
N O
NE
MA
IN
36 0
30 k
g
(79
450
lb)
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
LAN
DIN
G G
EA
R
15 0
00 k
g
(33
075
lb)
N_AC_070601_1_1020101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 35
7-6-1Page 36
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2 ba
r (1
74 p
si)
49 x
17−
20 T
IRE
S
40 30 25 20 15 10 5 010
012
070
5040
3020
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607090
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
20
762
254
508
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
2 03
21
524
1 01
6
80
35
60
80M
AX
IMU
M R
AM
P W
EIG
HT
AN
D A
FT
CG
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T
A/C
CO
DE
N−
O
WE
IGH
T O
N O
NE
MA
IN
36 0
30 k
g
(79
450
lb)
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
LAN
DIN
G G
EA
R
15 0
00 k
g
(33
075
lb)
N_AC_070601_1_1030101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 36
7-6-1Page 37
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.3
bar
(178
psi
)1
270
x 45
5 R
22
40 30 25 20 15 10 5 010
012
070
5040
3020
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607090
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
20
762
254
508
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
2 03
21
524
1 01
6
80
35
60
80M
AX
IMU
M R
AM
P W
EIG
HT
AN
D A
FT
CG
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T
A/C
CO
DE
N−
O
WE
IGH
T O
N O
NE
MA
IN
36 0
30 k
g
(79
450
lb)
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
LAN
DIN
G G
EA
R
15 0
00 k
g
(33
075
lb)
N_AC_070601_1_1040101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 37
7-6-1Page 38
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.7
bar
(155
psi
)49
x 1
9−20
TIR
ES
40 30 25 20 15 10 5 010
012
070
5040
3020
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607090
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
20
762
254
508
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
2 03
21
524
1 01
6
80
35
60
80M
AX
IMU
M R
AM
P W
EIG
HT
AN
D A
FT
CG
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T
A/C
CO
DE
N−
O
WE
IGH
T O
N O
NE
MA
IN
36 0
30 k
g
(79
450
lb)
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
LAN
DIN
G G
EA
R
15 0
00 k
g
(33
075
lb)
N_AC_070601_1_1050101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 38
7-6-1Page 39
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
4.4
bar
(209
psi
)46
x 1
7 R
20 T
IRE
S
40 30 25 20 15 10 5 010
012
070
5040
3020
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607090
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
20
762
254
508
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
2 03
21
524
1 01
6
80
35
60
80M
AX
IMU
M R
AM
P W
EIG
HT
AN
D A
FT
CG
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T
A/C
CO
DE
P
WE
IGH
T O
N O
NE
MA
IN
36 4
00 k
g
(80
250
lb)
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
LAN
DIN
G G
EA
R
15 0
00 k
g
(33
075
lb)
N_AC_070601_1_1060101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 39
7-6-1Page 40
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2 ba
r (1
74 p
si)
49 x
17−
20 T
IRE
S
40 30 25 20 15 10 5 010
012
070
5040
3020
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607090
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
20
762
254
508
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
2 03
21
524
1 01
6
80
35
60
80M
AX
IMU
M R
AM
P W
EIG
HT
AN
D A
FT
CG
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T
A/C
CO
DE
P
WE
IGH
T O
N O
NE
MA
IN
36 4
00 k
g
(80
250
lb)
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
LAN
DIN
G G
EA
R
15 0
00 k
g
(33
075
lb)
N_AC_070601_1_1070101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 40
7-6-1Page 41
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.3
bar
(178
psi
)1
270
x 45
5 R
22
40 30 25 20 15 10 5 010
012
070
5040
3020
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607090
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
20
762
254
508
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
2 03
21
524
1 01
6
80
35
60
80M
AX
IMU
M R
AM
P W
EIG
HT
AN
D A
FT
CG
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T
A/C
CO
DE
P
WE
IGH
T O
N O
NE
MA
IN
36 4
00 k
g
(80
250
lb)
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
LAN
DIN
G G
EA
R
15 0
00 k
g
(33
075
lb)
N_AC_070601_1_1080101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 41
7-6-1Page 42
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.7
bar
(155
psi
)49
x 1
9−20
TIR
ES
40 30 25 20 15 10 5 010
012
070
5040
3020
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
1020304050607090
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
20
762
254
508
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
2 03
21
524
1 01
6
80
35
60
80M
AX
IMU
M R
AM
P W
EIG
HT
AN
D A
FT
CG
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T
A/C
CO
DE
P
WE
IGH
T O
N O
NE
MA
IN
36 4
00 k
g
(80
250
lb)
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
LAN
DIN
G G
EA
R
15 0
00 k
g
(33
075
lb)
N_AC_070601_1_1090101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 42
7-6-1Page 43
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.2
bar
(177
psi
)91
5 x
300
R16
(36
x 1
1−16
)
10 5 080
120
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
10203040506070
8070
6050
4030
100
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S [I
NC
HE
S]
20
762
254
508
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
2 03
21
524
1 01
6
70
15202530354045505560M
AX
IMU
M R
AM
P W
EIG
HT
AN
D A
FT
CG
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T
A/C
CO
DE
TT
WE
IGH
T O
N O
NE
MA
IN
34 7
00 k
g
(76
500
lb)
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
LAN
DIN
G G
EA
R
15 0
00 k
g
(33
075
lb)
100
N_AC_070601_1_1100101_01_00
Flexible Pavement Requirements - LCN ConversionFIGURE 43
7-6-1Page 44
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
7-7-0 Rigid Pavement Requirements - Portland Cement Association Design Method
**ON A/C A320-100 A320-200
Rigid Pavement Requirements - Portland Cement Association Design Method
1. General
In order to determine a particular Rigid Pavement Thickness, the Subgrade Modulus (k), theallowable working stress and the weight on one Main Landing Gear must be known.
In the example shown in Section 7-7-1 Rigid Pavement Requirements (PCA), A/C Code C for:- a ”k” value of 80 MN/m3 (300 lbf/in3)- an allowable working stress of 32 kg/cm2 (450 lbf/in2)- the load on one MLG of 50 000 kg (110 225 lb).For these conditions, the Rigid Pavement Thickness is 23 cm (9.1 in).
7-7-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
7-7-1 Rigid Pavement Requirements - Portland Cement Association Design Method
**ON A/C A320-100 A320-200
Rigid Pavement Requirements - Portland Cement Association Design Method
1. This section gives Rigid Pavement Requirements.
NOTE : For A/C Code definition, refer to chapter 7-1-0.
7-7-1Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
46 x 17 R20 TIRESTIRE PRESSURE CONSTANT AT 12.3 bar (178 psi)
100
55
61
N_AC_070701_1_0650101_01_00
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
31 310 kg (69 025 lb)
A/C CODE C
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
Rigid Pavement Requirements (PCA)FIGURE 1
7-7-1Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
49 x 17−20 TIRESTIRE PRESSURE CONSTANT AT 10.2 bar (148 psi)
100
55
61
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
31 310 kg (69 025 lb)
A/C CODE C
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
N_AC_070701_1_0660101_01_00
Rigid Pavement Requirements (PCA)FIGURE 2
7-7-1Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
31 310 kg (69 025 lb)
A/C CODE C
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
49 x 19−20 TIRESTIRE PRESSURE CONSTANT AT 9.2 bar (133 psi)
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
100
55
61
N_AC_070701_1_0670101_01_00
Rigid Pavement Requirements (PCA)FIGURE 3
7-7-1Page 4
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
46 x 17 R20 TIRESTIRE PRESSURE CONSTANT AT 12.8 bar (186 psi)
100
55
61
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
32 220 kg (71 025 lb)
A/C CODE D
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
N_AC_070701_1_0680101_01_00
Rigid Pavement Requirements (PCA)FIGURE 4
7-7-1Page 5
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
32 220 kg (71 025 lb)
A/C CODE D
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
49 x 17−20 TIRESTIRE PRESSURE CONSTANT AT 10.6 bar (154 psi)
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
100
55
61
N_AC_070701_1_0690101_01_00
Rigid Pavement Requirements (PCA)FIGURE 5
7-7-1Page 6
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
32 220 kg (71 025 lb)
A/C CODE D
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
1 270 x 455 R22 (49 x 18−22) TIRESTIRE PRESSURE CONSTANT AT 10.9 bar (158 psi)
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
100
55
61
N_AC_070701_1_0700101_01_00
Rigid Pavement Requirements (PCA)FIGURE 6
7-7-1Page 7
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
32 220 kg (71 025 lb)
A/C CODE D
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
49 x 19−20 TIRESTIRE PRESSURE CONSTANT AT 9.6 bar (139 psi)
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
100
55
61
N_AC_070701_1_0710101_01_00
Rigid Pavement Requirements (PCA)FIGURE 7
7-7-1Page 8
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
31 540 kg (69 550 lb)
A/C CODE E
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
46 x 17 R20 TIRESTIRE PRESSURE CONSTANT AT 12.3 bar (178 psi)
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
100
55
61
N_AC_070701_1_0720101_01_00
Rigid Pavement Requirements (PCA)FIGURE 8
7-7-1Page 9
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
31 540 kg (69 550 lb)
A/C CODE E
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
46 x 17−20 TIRESTIRE PRESSURE CONSTANT AT 10.2 bar (148 psi)
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
100
55
61
N_AC_070701_1_0730101_01_00
Rigid Pavement Requirements (PCA)FIGURE 9
7-7-1Page 10
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
49 x 19−20 TIRESTIRE PRESSURE CONSTANT AT 9.2 bar (133 psi)
100
55
61
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
31 540 kg (69 550 lb)
A/C CODE E
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
N_AC_070701_1_0740101_01_00
Rigid Pavement Requirements (PCA)FIGURE 10
7-7-1Page 11
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
49 x 17−20 TIRESTIRE PRESSURE CONSTANT AT 10.6 bar (154 psi)
100
55
61
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
32 010 kg (70 550 lb)
A/C CODE F
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
N_AC_070701_1_0750101_01_00
Rigid Pavement Requirements (PCA)FIGURE 11
7-7-1Page 12
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
WEIGHT ON ONE MAIN LANDING GEAR
20 000 kg (44 100 lb)15 000 kg (33 075 lb)
25 000 kg (55 125 lb)32 010 kg (70 550 lb)
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
1 270 x 455 R22 (49 x 18−22) TIRESTIRE PRESSURE CONSTANT AT 10.9 bar (158 psi)
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
100
55
61
N_AC_070701_1_0760101_01_00
A/C CODE F
Rigid Pavement Requirements (PCA)FIGURE 12
7-7-1Page 13
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
WEIGHT ON ONE MAIN LANDING GEAR
20 000 kg (44 100 lb)15 000 kg (33 075 lb)
25 000 kg (55 125 lb)32 010 kg (70 550 lb)
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
49 x 19−20 TIRESTIRE PRESSURE CONSTANT AT 9.6 bar (139 psi)
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
100
55
61
A/C CODE F
N_AC_070701_1_0770101_01_00
Rigid Pavement Requirements (PCA)FIGURE 13
7-7-1Page 14
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
WEIGHT ON ONE MAIN LANDING GEAR
20 000 kg (44 100 lb)15 000 kg (33 075 lb)
25 000 kg (55 125 lb)32 010 kg (70 550 lb)
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
46 x 17 R20 TIRESTIRE PRESSURE CONSTANT AT 12.8 bar (186 psi)
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
100
55
61
A/C CODE F
N_AC_070701_1_0780101_01_00
Rigid Pavement Requirements (PCA)FIGURE 14
7-7-1Page 15
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
WEIGHT ON ONE MAIN LANDING GEAR
20 000 kg (44 100 lb)15 000 kg (33 075 lb)
25 000 kg (55 125 lb)32 500 kg (71 650 lb)
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
46 x 17 R20 TIRESTIRE PRESSURE CONSTANT AT 12.8 bar (186 psi)
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
100
55
61
A/C CODE G
N_AC_070701_1_0790101_01_00
Rigid Pavement Requirements (PCA)FIGURE 15
7-7-1Page 16
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
WEIGHT ON ONE MAIN LANDING GEAR
20 000 kg (44 100 lb)15 000 kg (33 075 lb)
25 000 kg (55 125 lb)32 500 kg (71 650 lb)
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
49 x 17−20 TIRESTIRE PRESSURE CONSTANT AT 10.6 bar (154 psi)
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
100
55
61
A/C CODE G
N_AC_070701_1_0800101_01_00
Rigid Pavement Requirements (PCA)FIGURE 16
7-7-1Page 17
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
WEIGHT ON ONE MAIN LANDING GEAR
20 000 kg (44 100 lb)15 000 kg (33 075 lb)
25 000 kg (55 125 lb)32 500 kg (71 650 lb)
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
100
55
61
A/C CODE G
1 270 x 455 R22 (49 x 18−22) TIRESTIRE PRESSURE CONSTANT AT 10.9 bar (158 psi)
N_AC_070701_1_0810101_01_00
Rigid Pavement Requirements (PCA)FIGURE 17
7-7-1Page 18
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
WEIGHT ON ONE MAIN LANDING GEAR
20 000 kg (44 100 lb)15 000 kg (33 075 lb)
25 000 kg (55 125 lb)32 500 kg (71 650 lb)
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
100
55
61
A/C CODE G
49 x 19−20 TIRESTIRE PRESSURE CONSTANT AT 9.6 bar (139 psi)
N_AC_070701_1_0820101_01_00
Rigid Pavement Requirements (PCA)FIGURE 18
7-7-1Page 19
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
100
55
61
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)33 200 kg (73 200 lb)
A/C CODE H
46 x 17 R20 TIRESTIRE PRESSURE CONSTANT AT 12.8 bar (186 psi)
N_AC_070701_1_0830101_01_00
Rigid Pavement Requirements (PCA)FIGURE 19
7-7-1Page 20
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
100
55
61
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)33 200 kg (73 200 lb)
A/C CODE H
49 x 17−20 TIRESTIRE PRESSURE CONSTANT AT 10.6 bar (154 psi)
N_AC_070701_1_0840101_01_00
Rigid Pavement Requirements (PCA)FIGURE 20
7-7-1Page 21
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
100
55
61
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)33 200 kg (73 200 lb)
A/C CODE H
N_AC_070701_1_0850101_01_00
1 270 x 455 R22 (49 x 18−22) TIRESTIRE PRESSURE CONSTANT AT 10.9 bar (158 psi)
Rigid Pavement Requirements (PCA)FIGURE 21
7-7-1Page 22
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
100
55
61
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)33 200 kg (73 200 lb)
A/C CODE H
49 x 19−20 TIRESTIRE PRESSURE CONSTANT AT 9.6 bar (139 psi)
N_AC_070701_1_0860101_01_00
Rigid Pavement Requirements (PCA)FIGURE 22
7-7-1Page 23
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)33 960 kg (74 875 lb)
A/C CODE I
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
46 x 17 R20 TIRESTIRE PRESSURE CONSTANT AT 13.8 bar (200 psi)
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
100
55
61
N_AC_070701_1_0870101_01_00
Rigid Pavement Requirements (PCA)FIGURE 23
7-7-1Page 24
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
49 x 17−20 TIRESTIRE PRESSURE CONSTANT AT 11.4 bar (165 psi)
100
55
61
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)33 960 kg (74 875 lb)
A/C CODE I
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
N_AC_070701_1_0880101_01_00
Rigid Pavement Requirements (PCA)FIGURE 24
7-7-1Page 25
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
1 270 x 455 R22 (49 x 18−22) TIRESTIRE PRESSURE CONSTANT AT 11.8 bar (171 psi)
100
55
61
N_AC_070701_1_0890101_01_00
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)33 960 kg (74 875 lb)
A/C CODE I
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
Rigid Pavement Requirements (PCA)FIGURE 25
7-7-1Page 26
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)33 960 kg (74 875 lb)
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
49 x 19−20 TIRESTIRE PRESSURE CONSTANT AT 10.3 bar (149 psi)
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
100
55
61
N_AC_070701_1_0900101_01_00
A/C CODE I
Rigid Pavement Requirements (PCA)FIGURE 26
7-7-1Page 27
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
46 x 17 R20 TIRESTIRE PRESSURE CONSTANT AT 13.8 bar (200 psi)
100
55
61
N_AC_070701_1_0910101_01_00
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)34 720 kg (76 550 lb)
A/C CODE J−K
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
Rigid Pavement Requirements (PCA)FIGURE 27
7-7-1Page 28
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
49 x 17−20 TIRESTIRE PRESSURE CONSTANT AT 11.4 bar (165 psi)
100
55
61
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)34 720 kg (76 550 lb)
A/C CODE J−K
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
N_AC_070701_1_0920101_01_00
Rigid Pavement Requirements (PCA)FIGURE 28
7-7-1Page 29
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
1 270 x 455 R22 (49 x 18−22) TIRESTIRE PRESSURE CONSTANT AT 11.8 bar (171 psi)
100
55
61
N_AC_070701_1_0930101_01_00
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)34 720 kg (76 550 lb)
A/C CODE J−K
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
Rigid Pavement Requirements (PCA)FIGURE 29
7-7-1Page 30
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)34 720 kg (76 550 lb)
A/C CODE J−K
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
49 x 19−20 TIRESTIRE PRESSURE CONSTANT AT 10.3 bar (149 psi)
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
100
55
61
N_AC_070701_1_0940101_01_00
Rigid Pavement Requirements (PCA)FIGURE 30
7-7-1Page 31
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)35 490 kg (78 250 lb)
A/C CODE L−M
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
46 x 17 R20 TIRESTIRE PRESSURE CONSTANT AT 13.8 bar (200 psi)
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
100
55
61
N_AC_070701_1_0950101_01_00
Rigid Pavement Requirements (PCA)FIGURE 31
7-7-1Page 32
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
49 x 17−20 TIRESTIRE PRESSURE CONSTANT AT 11.4 bar (165 psi)
100
55
61
N_AC_070701_1_0960101_01_00
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)35 490 kg (78 250 lb)
A/C CODE L−M
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
Rigid Pavement Requirements (PCA)FIGURE 32
7-7-1Page 33
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
1 270 x 455 R22 (49 x 18−22) TIRESTIRE PRESSURE CONSTANT AT 11.8 bar (171 psi)
100
55
61
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)35 490 kg (78 250 lb)
A/C CODE L−M
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
N_AC_070701_1_0980101_01_00
Rigid Pavement Requirements (PCA)FIGURE 33
7-7-1Page 34
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
100
55
61
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)35 490 kg (78 250 lb)
49 x 19−20 TIRESTIRE PRESSURE CONSTANT AT 10.3 bar (149 psi)
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
N_AC_070701_1_0990101_01_00
A/C CODE L−M
Rigid Pavement Requirements (PCA)FIGURE 34
7-7-1Page 35
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
100
55
61
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)36 030 kg (79 450 lb)
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
46 x 17 R20 TIRESTIRE PRESSURE CONSTANT AT 14.4 bar (209 psi)
N_AC_070701_1_1000101_01_00
A/C CODE N−O
Rigid Pavement Requirements (PCA)FIGURE 35
7-7-1Page 36
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
100
55
61
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)36 030 kg (79 450 lb)
A/C CODE N−O
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
N_AC_070701_1_1010101_01_00
49 x 17−20 TIRESTIRE PRESSURE CONSTANT AT 12 bar (174 psi)
Rigid Pavement Requirements (PCA)FIGURE 36
7-7-1Page 37
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
100
55
61
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)36 030 kg (79 450 lb)
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
1 270 x 455 R22 (49 x 18−22) TIRESTIRE PRESSURE CONSTANT AT 12.3 bar (178 psi)
N_AC_070701_1_1020101_01_00
A/C CODE N−O
Rigid Pavement Requirements (PCA)FIGURE 37
7-7-1Page 38
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
100
55
61
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)36 030 kg (79 450 lb)
49 x 19−20 TIRESTIRE PRESSURE CONSTANT AT 10.7 bar (155 psi)
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
N_AC_070701_1_1030101_01_00
A/C CODE N−O
Rigid Pavement Requirements (PCA)FIGURE 38
7-7-1Page 39
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
100
55
61
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)36 400 kg (80 250 lb)
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
46 x 17 R20 TIRESTIRE PRESSURE CONSTANT AT 14.4 bar (209 psi)
N_AC_070701_1_1040101_01_00
A/C CODE P
Rigid Pavement Requirements (PCA)FIGURE 39
7-7-1Page 40
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
100
55
61
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)36 400 kg (80 250 lb)
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
49 x 17−20 TIRESTIRE PRESSURE CONSTANT AT 12 bar (174 psi)
N_AC_070701_1_1050101_01_00
A/C CODE P
Rigid Pavement Requirements (PCA)FIGURE 40
7-7-1Page 41
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
100
55
61
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)36 400 kg (80 250 lb)
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
1 270 x 455 R22 (49 x 18−22) TIRESTIRE PRESSURE CONSTANT AT 12.3 bar (178 psi)
N_AC_070701_1_1060101_01_00
A/C CODE P
Rigid Pavement Requirements (PCA)FIGURE 41
7-7-1Page 42
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
6
7
8
9
10
11
12
13
14
33
31
29
27
25
23
21
19
17200
300
400
500
600
700
800
900
49
43
37
31
25
19
13
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
100
55
61
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)36 400 kg (80 250 lb)
49 x 19−20 TIRESTIRE PRESSURE CONSTANT AT 10.7 bar (155 psi)
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
N_AC_070701_1_1070101_01_00
A/C CODE P
Rigid Pavement Requirements (PCA)FIGURE 42
7-7-1Page 43
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NOTE:THE VALUES OBTAINED BY USING THE MAXIMUM LOAD REFERENCE LINE AND ANY VALUES FOR K ARE EXACT. FOR LOADS LESS THAN MAXIMUM,
SLIGHTLY FOR ANY OTHER
THE CURVES ARE EXACT FORK = 80 MN/m³ BUT DEVIATE
VALUES OF K
REFERENCE:
AIRPORT PAVEMENTS" AND "COMPUTER PROGRAM FOR AIRPORT PAVEMENT DESIGN − PROGRAM PDILB" PORTLAND CEMENT ASSOCIATION
"DESIGN OF CONCRETE
[INC
HE
S]
[lb/in
²]
[kg/
cm²]
ALL
OW
AB
LE W
OR
KIN
G S
TR
ES
S
7
8
9
10
11
12
13
1436
34
32
30
28
26
24
22
20
200
300
400
500
600
700
800
900
56
50
44
38
32
26
20
RIG
ID P
AV
EM
EN
T T
HIC
KN
ES
S[C
EN
TIM
ET
ER
S]
915 x 300 R16 (36 x 11−16)TIRE PRESSURE CONSTANT AT 12.2 bar (177 psi)
MAXIMUM POSSIBLE MAIN GEAR LOAD AT MAXIMUM RAMP WEIGHT AND AFT CG
62
68
N_AC_070701_1_1080101_01_00
15 1 000
WEIGHT ON ONE MAIN LANDING GEAR
25 000 kg (55 125 lb)20 000 kg (44 100 lb)15 000 kg (33 075 lb)
30 000 kg (66 150 lb)34 700 kg (76 500 lb)
K = 40 MN/m³K = 80 MN/m³K = 150 MN/m³
K = 20 MN/m³
A/C CODE TT
Rigid Pavement Requirements (PCA)FIGURE 43
7-7-1Page 44
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
7-8-0 Rigid Pavement Requirements - LCN Conversion
**ON A/C A320-100 A320-200
Rigid Pavement Requirements - LCN Conversion
1. General
In order to determine the airplane weight that can be accommodated on a particular Rigid Pavement,both the LCN of the pavement and the Radius of Relative Stiffness (L) must be known.
In the example shown in Section 7-8-2 Rigid Pavement Requirements - LCN Conversion, A/C Code Cfor:The Radius of Relative Stiffness is shown at 30 inches with an LCN of 57.For these conditions, the weight on one Main Landing Gear is 25 000 kg (55 125 lb).
7-8-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
7-8-1 Radius of Relative Stiffness
**ON A/C A320-100 A320-200
Radius of Relative Stiffness
1. This section gives Radius of Relative Stiffness.
7-8-1Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
d6.06.57.07.5
k=75 k=100 k=150 k=200 k=250 k=300 k=350 k=400 k=550
8.08.59.09.5
10.010.511.011.512.012.513.013.514.014.515.015.516.016.517.017.518.019.020.021.022.023.024.025.0
31.4833.4335.3437.2239.0640.8842.6744.4346.1847.9049.6051.2852.9454.5956.2257.8359.4361.0262.5964.1565.6967.2368.7570.2671.7674.7377.6680.5583.4186.2489.0491.81
29.3031.1132.8934.6336.3538.0439.7141.3542.9744.5746.1647.7249.2750.8052.3253.8255.3156.7858.2559.7061.1362.5663.9865.3866.7869.5472.2774.9677.6380.2682.8685.44
26.4728.1129.7231.2932.8534.3735.8837.3638.8340.2841.7143.1244.5245.9047.2748.6349.9851.3152.6353.9455.2456.5357.8159.0860.3462.8465.3067.7470.1472.5274.8777.20
24.6326.1627.6529.1230.5731.9933.3934.7736.1437.4838.8140.1341.4342.7243.9945.2646.5147.7548.9850.2051.4152.6153.8054.9856.1558.4860.7763.0465.2867.4969.6871.84
23.3024.7426.1527.5428.9130.2531.5832.8934.1735.4536.7137.9539.1840.4041.6142.8043.9845.1646.3247.4748.6249.7550.8852.0053.1155.3157.4759.6261.7363.8365.9067.95
22.2623.6424.9926.3227.6228.9130.1731.4232.6533.8735.0736.2637.4438.6039.7540.8942.0243.1544.2645.3646.4547.5448.6149.6850.7452.8454.9156.9658.9860.9862.9664.92
21.4222.7424.0425.3226.5827.8129.0330.2331.4232.5933.7534.8936.0237.1438.2539.3540.4441.5142.5843.6444.7045.7446.7747.8048.8250.8452.8454.8156.7558.6860.5862.46
20.7222.0023.2524.4925.7026.9028.0829.2430.3931.5232.6433.7434.8435.9236.9938.0639.1140.1541.1942.2143.2344.2445.2446.2347.2249.1751.1053.0154.8956.7558.5960.41
19.1320.3121.4722.6123.7424.8425.9327.0028.0629.1130.1432.1632.1733.1734.1635.1436.1237.0838.0338.9839.9240.8541.7842.7043.6145.4147.1948.9550.6952.4154.1155.79
RADIUS OF RELATIVE STIFFNESS (L)VALUES IN INCHES
L =
E = Young’s Modulus = 4 x 10 psi
k = Subgrade Modulus, lbf/in
d = Rigid Pavement Thickness, inches
= Poisson’s Ratio = 0.15
Ed12 (1 − ) k = 24.1652
dk
WHERE
N_AC_070801_1_0030101_01_00
3
6
3
4 43
2
Radius of Relative Stiffness(Reference: Portland Cement Association)
FIGURE 1
7-8-1Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
7-8-2 Rigid Pavement Requirements - LCN Conversion
**ON A/C A320-100 A320-200
Rigid Pavement Requirements - LCN Conversion
1. This section gives Rigid Pavement Requirements - LCN Conversion.
NOTE : For A/C Code definition, refer to chapter 7-1-0.
7-8-2Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.3
bar
(178
psi
)46
x 1
7 R
20 T
IRE
S
5 080
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
10203040506070
9080
7060
5040
2003076
250
8
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
2 54
01
270
1 01
6
1015202530
A/C
CO
DE
C
100
WE
IGH
T O
N O
NE
MA
IN
31 3
10 k
g
(69
025
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
1 52
42
032
N_AC_070802_1_0680101_01_00
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
Rigid Pavement Requirements - LCN ConversionFIGURE 1
7-8-2Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.2
bar
(148
psi
)49
x 1
7−20
TIR
ES
5 080
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
10203040506070
9080
7060
5040
20030
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
1015202530
A/C
CO
DE
C
100
WE
IGH
T O
N O
NE
MA
IN
31 3
10 k
g
(69
025
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
762
2 54
01
270
1 01
61
524
2 03
2
N_AC_070802_1_0690101_01_00
508
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
Rigid Pavement Requirements - LCN ConversionFIGURE 2
7-8-2Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 9
.2 b
ar (
133
psi)
49 x
19−
20 T
IRE
S
5 070
5040
3020
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
10203040506070
9080
7060
5040
20030
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
1015202530
A/C
CO
DE
C
100
WE
IGH
T O
N O
NE
MA
IN
31 3
10 k
g
(69
025
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
N_AC_070802_1_0700101_01_00
762
2 54
01
270
1 01
61
524
2 03
250
8
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
Rigid Pavement Requirements - LCN ConversionFIGURE 3
7-8-2Page 4
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.8
bar
(186
psi
)46
x 1
7 R
20 T
IRE
S
5 080
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
10203040506070
9080
7060
5040
20030
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
1015202530M
AX
IMU
M R
AM
P W
EIG
HT
AN
D A
FT
CG
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T
A/C
CO
DE
D
100
WE
IGH
T O
N O
NE
MA
IN
32 2
20 k
g
(71
025
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
N_AC_070802_1_0710101_01_00
762
2 54
01
270
1 01
61
524
2 03
250
8
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
Rigid Pavement Requirements - LCN ConversionFIGURE 4
7-8-2Page 5
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.6
bar
(154
psi
)49
x 1
7−20
TIR
ES
5 080
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
10203040506070
9080
7060
5040
20030
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
1015202530
A/C
CO
DE
D
100
WE
IGH
T O
N O
NE
MA
IN
32 2
20 k
g
(71
025
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
762
2 54
01
270
1 01
61
524
2 03
2
N_AC_070802_1_0720101_01_00
508
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
Rigid Pavement Requirements - LCN ConversionFIGURE 5
7-8-2Page 6
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.9
bar
(158
psi
)1
270
x 45
5 R
22 (
49 x
18−
22)
5 080
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
10203040506070
9080
7060
5040
20030
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
1015202530
A/C
CO
DE
D
100
WE
IGH
T O
N O
NE
MA
IN
32 2
20 k
g
(71
025
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
762
2 54
01
270
1 01
61
524
2 03
250
8
N_AC_070802_1_0730101_01_00
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
Rigid Pavement Requirements - LCN ConversionFIGURE 6
7-8-2Page 7
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 9
.6 b
ar (
139
psi)
49 x
19−
20 T
IRE
S
5 080
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
10203040506070
9080
7060
5040
20030
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
1015202530
A/C
CO
DE
D
100
WE
IGH
T O
N O
NE
MA
IN
32 2
20 k
g
(71
025
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
762
2 54
01
270
1 01
61
524
2 03
250
8
N_AC_070802_1_0740101_01_00
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
Rigid Pavement Requirements - LCN ConversionFIGURE 7
7-8-2Page 8
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.3
bar
(178
psi
)46
x 1
7 R
20 T
IRE
S
5 070
5040
3020
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
10203040506070
9080
7060
5040
20030
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
1015202530
A/C
CO
DE
D
100
WE
IGH
T O
N O
NE
MA
IN
31 5
40 k
g
(69
550
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
762
2 54
01
270
1 01
61
524
2 03
2
N_AC_070802_1_0750101_01_00
508
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
Rigid Pavement Requirements - LCN ConversionFIGURE 8
7-8-2Page 9
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.2
bar
(148
psi
)49
x 1
7−20
TIR
ES
5 080
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
10203040506070
9080
7060
5040
20030
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
1015202530
A/C
CO
DE
E
100
WE
IGH
T O
N O
NE
MA
IN
31 5
40 k
g
(69
550
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
762
2 54
01
270
1 01
61
524
2 03
2
N_AC_070802_1_0760101_01_00
508
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
Rigid Pavement Requirements - LCN ConversionFIGURE 9
7-8-2Page 10
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 9
.2 b
ar (
133
psi)
49 x
19−
20 T
IRE
S
5 070
5040
3020
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
10203040506070
9080
7060
5040
20030
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
1015202530
A/C
CO
DE
E
100
WE
IGH
T O
N O
NE
MA
IN
31 5
40 k
g
(69
550
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
762
2 54
01
270
1 01
61
524
2 03
250
8
N_AC_070802_1_0770101_01_00
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
Rigid Pavement Requirements - LCN ConversionFIGURE 10
7-8-2Page 11
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.8
bar
(186
psi
)46
x 1
7 R
20 T
IRE
S
5 080
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
10203040506070
9080
7060
5040
20030
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
1015202530
A/C
CO
DE
F
100
WE
IGH
T O
N O
NE
MA
IN
32 0
20 k
g
(70
600
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
762
2 54
01
270
1 01
61
524
2 03
250
8
N_AC_070802_1_0780101_01_00
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
Rigid Pavement Requirements - LCN ConversionFIGURE 11
7-8-2Page 12
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.6
bar
(154
psi
)49
x 1
7−20
TIR
ES
5 080
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
10203040506070
9080
7060
5040
200
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
30762
508
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
2 54
01
270
1 01
6
1015202530
A/C
CO
DE
F
100
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
1 52
42
032
WE
IGH
T O
N O
NE
MA
IN
32 0
20 k
g
(70
600
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
N_AC_070802_1_0790101_01_00
Rigid Pavement Requirements - LCN ConversionFIGURE 12
7-8-2Page 13
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.9
bar
(158
psi
)1
270
x 45
5 R
22 (
49 x
18−
22)
5 080
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
10203040506070
9080
7060
5040
2003076
250
8
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
2 54
01
270
1 01
6
1015202530
A/C
CO
DE
F
100
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
1 52
42
032
WE
IGH
T O
N O
NE
MA
IN
32 0
20 k
g
(70
600
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
N_AC_070802_1_0800101_01_00
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
Rigid Pavement Requirements - LCN ConversionFIGURE 13
7-8-2Page 14
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 9
.6 b
ar (
139
psi)
49 x
19−
20 T
IRE
S
5 080
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
10203040506070
9080
7060
5040
2003076
250
8
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
2 54
01
270
1 01
6
1015202530
A/C
CO
DE
F
100
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
1 52
42
032
WE
IGH
T O
N O
NE
MA
IN
32 0
20 k
g
(70
600
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
N_AC_070802_1_0810101_01_00
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
Rigid Pavement Requirements - LCN ConversionFIGURE 14
7-8-2Page 15
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.8
bar
(186
psi
)46
x 1
7 R
20 T
IRE
S
5 080
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
10203040506070
9080
7060
5040
2003076
250
8
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
2 54
01
270
1 01
6
1015202530
A/C
CO
DE
G
100
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
1 52
42
032
WE
IGH
T O
N O
NE
MA
IN
32 5
00 k
g
(71
650
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
N_AC_070802_1_0820101_01_00
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
Rigid Pavement Requirements - LCN ConversionFIGURE 15
7-8-2Page 16
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.6
bar
(154
psi
)49
x 1
7−20
TIR
ES
5 080
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
10203040506070
9080
7060
5040
2003076
250
8
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
2 54
01
270
1 01
6
1015202530
A/C
CO
DE
G
100
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
1 52
42
032
WE
IGH
T O
N O
NE
MA
IN
32 5
00 k
g
(71
650
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
N_AC_070802_1_0830101_01_00
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
Rigid Pavement Requirements - LCN ConversionFIGURE 16
7-8-2Page 17
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.9
bar
(158
psi
)1
270
x 45
5 R
22 (
49 x
18−
22)
5 080
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
10203040506070
9080
7060
5040
2003076
250
8
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
2 54
01
270
1 01
6
1015202530
A/C
CO
DE
G
100
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
1 52
42
032
WE
IGH
T O
N O
NE
MA
IN
32 5
00 k
g
(71
650
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
N_AC_070802_1_0840101_01_00
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
Rigid Pavement Requirements - LCN ConversionFIGURE 17
7-8-2Page 18
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 9
.6 b
ar (
139
psi)
49 x
19−
20 T
IRE
S
5 080
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
10203040506070
9080
7060
5040
2003076
250
8
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
2 54
01
270
1 01
6
1015202530
A/C
CO
DE
G
100
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
1 52
42
032
N_AC_070802_1_0850101_01_00
WE
IGH
T O
N O
NE
MA
IN
32 5
00 k
g
(71
650
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
LAN
DIN
G G
EA
R
10 0
00 k
g
(22
050
lb)
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
Rigid Pavement Requirements - LCN ConversionFIGURE 18
7-8-2Page 19
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.8
bar
(186
psi
)46
x 1
7 R
20 T
IRE
S
5 080
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
10203040506080
9080
7060
5040
2003076
250
8
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
2 54
01
270
1 01
6
1015202535
100
1 52
42
032
7030
A/C
CO
DE
H
WE
IGH
T O
N O
NE
MA
IN
33 2
00 k
g
(73
200
lb)
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
LAN
DIN
G G
EA
R
15 0
00 k
g
(33
075
lb)
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GM
AX
IMU
M P
OS
SIB
LE M
AIN
GE
AR
LO
AD
AT
N_AC_070802_1_0860101_01_00
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
Rigid Pavement Requirements - LCN ConversionFIGURE 19
7-8-2Page 20
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.6
bar
(154
psi
)49
x 1
7−20
TIR
ES
5 080
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
10203040506080
9080
7060
5040
2003076
250
8
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
2 54
01
270
1 01
6
1015202535
100
1 52
42
032
7030
A/C
CO
DE
H
WE
IGH
T O
N O
NE
MA
IN
33 2
00 k
g
(73
200
lb)
LAN
DIN
G G
EA
RM
AX
IMU
M R
AM
P W
EIG
HT
AN
D A
FT
CG
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T
N_AC_070802_1_0870101_01_00
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
Rigid Pavement Requirements - LCN ConversionFIGURE 20
7-8-2Page 21
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.9
bar
(158
psi
)1
270
x 45
5 R
22 (
49 x
18−
22)
5 080
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
10203040506080
9080
7060
5040
2003076
250
8
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
2 54
01
270
1 01
6
1015202535
100
1 52
42
032
7030
A/C
CO
DE
H
WE
IGH
T O
N O
NE
MA
IN
33 2
00 k
g
(73
200
lb)
LAN
DIN
G G
EA
RM
AX
IMU
M R
AM
P W
EIG
HT
AN
D A
FT
CG
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T
N_AC_070802_1_0880101_01_00
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
Rigid Pavement Requirements - LCN ConversionFIGURE 21
7-8-2Page 22
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
NO
TE
:EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
Sec
ond
Edi
tion
1965
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 9
.6 b
ar (
139
psi)
49 x
19−
20 T
IRE
S
5 080
6050
4030
20
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
10
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
10203040506080
9080
7060
5040
2003076
250
8
FLE
XIB
LE P
AV
EM
EN
T T
HIC
KN
ES
S (
mm
)
2 54
01
270
1 01
6
1015202535
100
1 52
42
032
7030
A/C
CO
DE
H
WE
IGH
T O
N O
NE
MA
IN
33 2
00 k
g
(73
200
lb)
LAN
DIN
G G
EA
RM
AX
IMU
M R
AM
P W
EIG
HT
AN
D A
FT
CG
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T
N_AC_070802_1_0890101_01_00
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
Rigid Pavement Requirements - LCN ConversionFIGURE 22
7-8-2Page 23
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
2030
4050
100
9080
7060
01020304050607080
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
S
econ
d E
ditio
n 19
65N
OT
E:
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T M
AX
IMU
M R
AM
P W
EIG
HT
AN
D A
FT
CG
508
762
1 01
61
270
1 52
42
540
2 03
2
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S (
mm
)
A/C
CO
DE
I
6090
5040
3020
1005101520253035
46 x
17
R20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
3.8
bar
(200
psi
)
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
WE
IGH
T O
N O
NE
MA
IN L
AN
DIN
G G
EA
R33
960
kg
(7
4 87
5 lb
)30
000
kg
(6
6 15
0 lb
)25
000
kg
(5
5 12
5 lb
)20
000
kg
(4
4 10
0 lb
)15
000
kg
(3
3 07
5 lb
)
N_AC_070802_1_0900101_01_00
Rigid Pavement Requirements - LCN ConversionFIGURE 23
7-8-2Page 24
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
2030
4050
100
9080
7060
01020304050607080
6090
5040
3020
1005101520253035
49 x
17−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
11.
4 ba
r (1
65 p
si)
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
S
econ
d E
ditio
n 19
65N
OT
E:
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T M
AX
IMU
M R
AM
P W
EIG
HT
AN
D A
FT
CG
508
762
1 01
61
270
1 52
42
540
2 03
2
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S (
mm
)
WE
IGH
T O
N O
NE
MA
IN L
AN
DIN
G G
EA
R33
960
kg
(7
4 87
5 lb
)30
000
kg
(6
6 15
0 lb
)25
000
kg
(5
5 12
5 lb
)20
000
kg
(4
4 10
0 lb
)15
000
kg
(3
3 07
5 lb
)
A/C
CO
DE
I
N_AC_070802_1_0910101_01_00
Rigid Pavement Requirements - LCN ConversionFIGURE 24
7-8-2Page 25
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
2030
4050
100
9080
7060
01020304050607080
6090
5040
3020
1005101520253035
1270
x 4
55 R
22 (
49 x
18−
22)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
1.8
bar
(171
psi
)
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
S
econ
d E
ditio
n 19
65N
OT
E:
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T M
AX
IMU
M R
AM
P W
EIG
HT
AN
D A
FT
CG
508
762
1 01
61
270
1 52
42
540
2 03
2
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S (
mm
)
WE
IGH
T O
N O
NE
MA
IN L
AN
DIN
G G
EA
R33
960
kg
(7
4 87
5 lb
)30
000
kg
(6
6 15
0 lb
)25
000
kg
(5
5 12
5 lb
)20
000
kg
(4
4 10
0 lb
)15
000
kg
(3
3 07
5 lb
)
A/C
CO
DE
I
N_AC_070802_1_0920101_01_00
Rigid Pavement Requirements - LCN ConversionFIGURE 25
7-8-2Page 26
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
2030
4050
100
9080
7060
01020304050607080
6080
5040
3020
1005101520253035
49 x
19−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
10.
3 ba
r (1
49 p
si)
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
S
econ
d E
ditio
n 19
65N
OT
E:
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T M
AX
IMU
M R
AM
P W
EIG
HT
AN
D A
FT
CG
508
762
1 01
61
270
1 52
42
540
2 03
2
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S (
mm
)
WE
IGH
T O
N O
NE
MA
IN L
AN
DIN
G G
EA
R33
960
kg
(7
4 87
5 lb
)30
000
kg
(6
6 15
0 lb
)25
000
kg
(5
5 12
5 lb
)20
000
kg
(4
4 10
0 lb
)15
000
kg
(3
3 07
5 lb
)
A/C
CO
DE
I
N_AC_070802_1_0930101_01_00
Rigid Pavement Requirements - LCN ConversionFIGURE 26
7-8-2Page 27
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
2030
4050
100
9080
7060
01020304050607080
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
S
econ
d E
ditio
n 19
65N
OT
E:
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T M
AX
IMU
M R
AM
P W
EIG
HT
AN
D A
FT
CG
508
762
1 01
61
270
1 52
42
540
2 03
2
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S (
mm
)
A/C
CO
DE
J−
K
6090
5040
3020
1005101520253035
46 x
17
R20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
3.8
bar
(200
psi
)
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
WE
IGH
T O
N O
NE
MA
IN L
AN
DIN
G G
EA
R34
720
kg
(7
6 55
0 lb
)30
000
kg
(6
6 15
0 lb
)25
000
kg
(5
5 12
5 lb
)20
000
kg
(4
4 10
0 lb
)15
000
kg
(3
3 07
5 lb
)
N_AC_070802_1_0940101_01_00
Rigid Pavement Requirements - LCN ConversionFIGURE 27
7-8-2Page 28
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
2030
4050
100
9080
7060
01020304050607080
6090
5040
3020
1005101520253035
49 x
17−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
11.
4 ba
r (1
65 p
si)
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
S
econ
d E
ditio
n 19
65N
OT
E:
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T M
AX
IMU
M R
AM
P W
EIG
HT
AN
D A
FT
CG
508
762
1 01
61
270
1 52
42
540
2 03
2
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S (
mm
)
WE
IGH
T O
N O
NE
MA
IN L
AN
DIN
G G
EA
R34
720
kg
(7
6 55
0 lb
)30
000
kg
(6
6 15
0 lb
)25
000
kg
(5
5 12
5 lb
)20
000
kg
(4
4 10
0 lb
)15
000
kg
(3
3 07
5 lb
)
A/C
CO
DE
J−
K
N_AC_070802_1_0950101_01_00
Rigid Pavement Requirements - LCN ConversionFIGURE 28
7-8-2Page 29
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
2030
4050
100
9080
7060
01020304050607080
6090
5040
3020
1005101520253035
1270
x 4
55 R
22 (
49 x
18−
22)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
1.8
bar
(171
psi
)
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
S
econ
d E
ditio
n 19
65N
OT
E:
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T M
AX
IMU
M R
AM
P W
EIG
HT
AN
D A
FT
CG
508
762
1 01
61
270
1 52
42
540
2 03
2
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S (
mm
)
WE
IGH
T O
N O
NE
MA
IN L
AN
DIN
G G
EA
R34
720
kg
(7
6 55
0 lb
)30
000
kg
(6
6 15
0 lb
)25
000
kg
(5
5 12
5 lb
)20
000
kg
(4
4 10
0 lb
)15
000
kg
(3
3 07
5 lb
)
A/C
CO
DE
J−
K
N_AC_070802_1_0960101_01_00
Rigid Pavement Requirements - LCN ConversionFIGURE 29
7-8-2Page 30
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
2030
4050
100
9080
7060
01020304050607080
6080
5040
3020
1005101520253035
49 x
19−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
10.
3 ba
r (1
49 p
si)
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
S
econ
d E
ditio
n 19
65N
OT
E:
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T M
AX
IMU
M R
AM
P W
EIG
HT
AN
D A
FT
CG
508
762
1 01
61
270
1 52
42
540
2 03
2
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S (
mm
)
WE
IGH
T O
N O
NE
MA
IN L
AN
DIN
G G
EA
R34
720
kg
(7
6 55
0 lb
)30
000
kg
(6
6 15
0 lb
)25
000
kg
(5
5 12
5 lb
)20
000
kg
(4
4 10
0 lb
)15
000
kg
(3
3 07
5 lb
)
A/C
CO
DE
J−
K
N_AC_070802_1_0970101_01_00
Rigid Pavement Requirements - LCN ConversionFIGURE 30
7-8-2Page 31
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
2030
4050
100
9080
7060
01020304050607080
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
S
econ
d E
ditio
n 19
65N
OT
E:
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T M
AX
IMU
M R
AM
P W
EIG
HT
AN
D A
FT
CG
508
762
1 01
61
270
1 52
42
540
2 03
2
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S (
mm
)
A/C
CO
DE
L−
M
N_AC_070802_1_0980101_01_00
6090
5040
3020
1005101520253035
46 x
17
R20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
3.8
bar
(200
psi
)
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
WE
IGH
T O
N O
NE
MA
IN L
AN
DIN
G G
EA
R35
490
kg
(7
8 25
0 lb
)30
000
kg
(6
6 15
0 lb
)25
000
kg
(5
5 12
5 lb
)20
000
kg
(4
4 10
0 lb
)15
000
kg
(3
3 07
5 lb
)
Rigid Pavement Requirements - LCN ConversionFIGURE 31
7-8-2Page 32
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
2030
4050
100
9080
7060
01020304050607080
6090
5040
3020
1005101520253035
49 x
17−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
11.
4 ba
r (1
65 p
si)
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
S
econ
d E
ditio
n 19
65N
OT
E:
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T M
AX
IMU
M R
AM
P W
EIG
HT
AN
D A
FT
CG
508
762
1 01
61
270
1 52
42
540
2 03
2
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S (
mm
)
WE
IGH
T O
N O
NE
MA
IN L
AN
DIN
G G
EA
R35
490
kg
(7
8 25
0 lb
)30
000
kg
(6
6 15
0 lb
)25
000
kg
(5
5 12
5 lb
)20
000
kg
(4
4 10
0 lb
)15
000
kg
(3
3 07
5 lb
)
A/C
CO
DE
L−
M
N_AC_070802_1_0990101_01_00
Rigid Pavement Requirements - LCN ConversionFIGURE 32
7-8-2Page 33
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
2030
4050
100
9080
7060
01020304050607080
6090
5040
3020
1005101520253035
1270
x 4
55 R
22 (
49 x
18−
22)
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
1.8
bar
(171
psi
)
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
S
econ
d E
ditio
n 19
65N
OT
E:
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T M
AX
IMU
M R
AM
P W
EIG
HT
AN
D A
FT
CG
508
762
1 01
61
270
1 52
42
540
2 03
2
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S (
mm
)
WE
IGH
T O
N O
NE
MA
IN L
AN
DIN
G G
EA
R35
490
kg
(7
8 25
0 lb
)30
000
kg
(6
6 15
0 lb
)25
000
kg
(5
5 12
5 lb
)20
000
kg
(4
4 10
0 lb
)15
000
kg
(3
3 07
5 lb
)
A/C
CO
DE
L−
M
N_AC_070802_1_1000101_01_00
Rigid Pavement Requirements - LCN ConversionFIGURE 33
7-8-2Page 34
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
2030
4050
100
9080
7060
01020304050607080
6080
5040
3020
1005101520253035
49 x
19−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
10.
3 ba
r (1
49 p
si)
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
S
econ
d E
ditio
n 19
65N
OT
E:
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T M
AX
IMU
M R
AM
P W
EIG
HT
AN
D A
FT
CG
508
762
1 01
61
270
1 52
42
540
2 03
2
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S (
mm
)
WE
IGH
T O
N O
NE
MA
IN L
AN
DIN
G G
EA
R35
490
kg
(7
8 25
0 lb
)30
000
kg
(6
6 15
0 lb
)25
000
kg
(5
5 12
5 lb
)20
000
kg
(4
4 10
0 lb
)15
000
kg
(3
3 07
5 lb
)
A/C
CO
DE
L−
M
N_AC_070802_1_1010101_01_00
Rigid Pavement Requirements - LCN ConversionRigid Pavement Requirements - LCN Conversion
FIGURE 34
7-8-2Page 35
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
2030
4050
100
9080
7060
01020304050607080
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
S
econ
d E
ditio
n 19
65N
OT
E:
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T
508
762
1 01
61
270
1 52
42
540
2 03
2
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S (
mm
)
A/C
CO
DE
N−
O
6090
5040
3020
1005101520253035
46 x
17
R20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
4.4
bar
(209
psi
)
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
WE
IGH
T O
N O
NE
MA
IN L
AN
DIN
G G
EA
R36
030
kg
(7
9 45
0 lb
)30
000
kg
(6
6 15
0 lb
)25
000
kg
(5
5 12
5 lb
)20
000
kg
(4
4 10
0 lb
)15
000
kg
(3
3 07
5 lb
)
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
G
N_AC_070802_1_1020101_01_00
Rigid Pavement Requirements - LCN ConversionFIGURE 35
7-8-2Page 36
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
2030
4050
100
9080
7060
01020304050607080
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
S
econ
d E
ditio
n 19
65N
OT
E:
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T
508
762
1 01
61
270
1 52
42
540
2 03
2
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S (
mm
)
A/C
CO
DE
N−
O
6090
5040
3020
1005101520253035
49 x
17−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
12
bar
(174
psi
)
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
WE
IGH
T O
N O
NE
MA
IN L
AN
DIN
G G
EA
R36
030
kg
(7
9 45
0 lb
)30
000
kg
(6
6 15
0 lb
)25
000
kg
(5
5 12
5 lb
)20
000
kg
(4
4 10
0 lb
)15
000
kg
(3
3 07
5 lb
)
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
G
N_AC_070802_1_1030101_01_00
Rigid Pavement Requirements - LCN ConversionFIGURE 36
7-8-2Page 37
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
2030
4050
100
9080
7060
01020304050607080
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
S
econ
d E
ditio
n 19
65N
OT
E:
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T
508
762
1 01
61
270
1 52
42
540
2 03
2
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S (
mm
)
A/C
CO
DE
N−
O
6090
5040
3020
1005101520253035
1 27
0 x
455
R22
(49
x 1
8−22
)T
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
12.
3 ba
r (1
78 p
si)
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
WE
IGH
T O
N O
NE
MA
IN L
AN
DIN
G G
EA
R36
030
kg
(7
9 45
0 lb
)30
000
kg
(6
6 15
0 lb
)25
000
kg
(5
5 12
5 lb
)20
000
kg
(4
4 10
0 lb
)15
000
kg
(3
3 07
5 lb
)
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
G
N_AC_070802_1_1040101_01_00
Rigid Pavement Requirements - LCN ConversionFIGURE 37
7-8-2Page 38
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
2030
4050
100
9080
7060
01020304050607080
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
S
econ
d E
ditio
n 19
65N
OT
E:
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T
508
762
1 01
61
270
1 52
42
540
2 03
2
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S (
mm
)
A/C
CO
DE
N−
O
6090
5040
3020
1005101520253035
49 x
19−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
10.
7 ba
r (1
55 p
si)
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
WE
IGH
T O
N O
NE
MA
IN L
AN
DIN
G G
EA
R36
030
kg
(7
9 45
0 lb
)30
000
kg
(6
6 15
0 lb
)25
000
kg
(5
5 12
5 lb
)20
000
kg
(4
4 10
0 lb
)15
000
kg
(3
3 07
5 lb
)
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
G
N_AC_070802_1_1050101_01_00
Rigid Pavement Requirements - LCN ConversionFIGURE 38
7-8-2Page 39
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
2030
4050
100
9080
7060
01020304050607080
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
S
econ
d E
ditio
n 19
65N
OT
E:
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T
508
762
1 01
61
270
1 52
42
540
2 03
2
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S (
mm
)
A/C
CO
DE
P
6090
5040
3020
1005101520253035
46 x
17
R20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
4.4
bar
(209
psi
)
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
WE
IGH
T O
N O
NE
MA
IN L
AN
DIN
G G
EA
R36
400
kg
(8
0 25
0 lb
)30
000
kg
(6
6 15
0 lb
)25
000
kg
(5
5 12
5 lb
)20
000
kg
(4
4 10
0 lb
)15
000
kg
(3
3 07
5 lb
)
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
G
N_AC_070802_1_1060101_01_00
Rigid Pavement Requirements - LCN ConversionFIGURE 39
7-8-2Page 40
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
2030
4050
100
9080
7060
01020304050607080
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
S
econ
d E
ditio
n 19
65N
OT
E:
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T
508
762
1 01
61
270
1 52
42
540
2 03
2
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S (
mm
)
A/C
CO
DE
P
6090
5040
3020
1005101520253035
49 x
17−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
12
bar
(174
psi
)
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
WE
IGH
T O
N O
NE
MA
IN L
AN
DIN
G G
EA
R36
400
kg
(8
0 25
0 lb
)30
000
kg
(6
6 15
0 lb
)25
000
kg
(5
5 12
5 lb
)20
000
kg
(4
4 10
0 lb
)15
000
kg
(3
3 07
5 lb
)
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
G
N_AC_070802_1_1070101_01_00
Rigid Pavement Requirements - LCN ConversionFIGURE 40
7-8-2Page 41
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
2030
4050
100
9080
7060
01020304050607080
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
S
econ
d E
ditio
n 19
65N
OT
E:
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T
508
762
1 01
61
270
1 52
42
540
2 03
2
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S (
mm
)
A/C
CO
DE
P
6090
5040
3020
1005101520253035
1 27
0 x
455
R22
(49
x 1
8−22
)T
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
12.
3 ba
r (1
78 p
si)
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
WE
IGH
T O
N O
NE
MA
IN L
AN
DIN
G G
EA
R36
400
kg
(8
0 25
0 lb
)30
000
kg
(6
6 15
0 lb
)25
000
kg
(5
5 12
5 lb
)20
000
kg
(4
4 10
0 lb
)15
000
kg
(3
3 07
5 lb
)
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
G
N_AC_070802_1_1080101_01_00
Rigid Pavement Requirements - LCN ConversionRigid Pavement Requirements - LCN Conversion
FIGURE 41
7-8-2Page 42
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
2030
4050
100
9080
7060
01020304050607080
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
S
econ
d E
ditio
n 19
65N
OT
E:
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T
508
762
1 01
61
270
1 52
42
540
2 03
2
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S (
mm
)
A/C
CO
DE
P
6010
050
4030
2010
05101520253035
49 x
19−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
10.
7 ba
r (1
55 p
si)
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
G
N_AC_070802_1_1090101_01_00
WE
IGH
T O
N O
NE
MA
IN L
AN
DIN
G G
EA
R36
400
kg
(8
0 25
0 lb
)30
000
kg
(6
6 15
0 lb
)25
000
kg
(5
5 12
5 lb
)20
000
kg
(4
4 10
0 lb
)15
000
kg
(3
3 07
5 lb
)
Rigid Pavement Requirements - LCN ConversionFIGURE 42
7-8-2Page 43
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
2030
4050
100
9080
7060
0102030405060
EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S [I
NC
HE
S]
EQ
UIV
ALE
NT
SIN
GLE
WH
EE
L LO
AD
S A
RE
DE
RIV
ED
BY
ME
TH
OD
S S
HO
WN
INIC
AO
AE
RO
DR
OM
E M
AN
UA
L P
AR
T 2
PA
R 4
.1.3
S
econ
d E
ditio
n 19
65N
OT
E:
MA
XIM
UM
PO
SS
IBLE
MA
IN G
EA
R L
OA
D A
T
508
762
1 01
61
270
1 52
42
540
2 03
2
RA
DIU
S O
F R
ELA
TIV
E S
TIF
FN
ES
S (
mm
)
A/C
CO
DE
TT
6010
050
4030
2010
0510152025
915
x 30
0 R
16 (
36 x
11−
16)
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.2
bar
(177
psi
)
LOA
D C
LAS
SIF
ICA
TIO
N N
UM
BE
R (
LCN
)
EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]
MA
XIM
UM
RA
MP
WE
IGH
T A
ND
AF
T C
GW
EIG
HT
ON
ON
E M
AIN
LA
ND
ING
GE
AR
34 7
00 k
g
(76
500
lb)
30 0
00 k
g
(66
150
lb)
25 0
00 k
g
(55
125
lb)
20 0
00 k
g
(44
100
lb)
15 0
00 k
g
(33
075
lb)
N_AC_070802_1_1100101_01_00
Rigid Pavement Requirements - LCN ConversionFIGURE 43
7-8-2Page 44
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
7-8-3 Radius of Relative Stiffness (Other values of E and L)
**ON A/C A320-100 A320-200
Radius of Relative Stiffness (Other values of ”E” and ”L”)
1. General
The table of Section 7-8-1, Radius of Relative Stiffness, presents ”L” values based on Young’sModulus (E) of 4 000 000 psi and Poisson’s Ratio (µ) of 0.15.
To find ”L” values based on other values of ”E” and ”µ”, see Section 7-8-4.
For example, to find an ”L” value based on an ”E” of 3 000 000 psi, the ”E” factor of 0.931 ismultiplied by the ”L” value found in the table of Section 7-8-1.
The effect of variations of ”µ” on the ”L” value is treated in a similar manner.
7-8-3Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
7-8-4 Radius of Relative Stiffness
**ON A/C A320-100 A320-200
Radius of Relative Stiffness
1. This section gives Radius of Relative Stiffness.
7-8-4Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
0.80
0.85
0.90
0.95
1.00
1.05
1.10
0 1 2 3 4 5
0.995
1.000
1.005
1.010
1.015
0.00 0.05 0.10 0.15 0.20 0.25
E F
AC
TO
R
BOTH CURVES ON THIS PAGE ARE USED TO ADJUST THE L VALUES OF TABLE 7−8−1NOTE:
EFFECT OF ON L VALUES
E, Young’s Modulus (10 , PSI)
EFFECT OF E ON L VALUES
, Poisson’s Ratio
FA
CT
OR
N_AC_070804_1_0030101_01_01
Radius of Relative Stiffness(Effect E and µ on ”L” values)
FIGURE 1
7-8-4Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
7-9-0 ACN/PCN Reporting System
**ON A/C A320-100 A320-200
ACN/PCN Reporting System
1. General
To determine the ACN of an aircraft on flexible or rigid pavement, both the aircraft gross weight andthe subgrade strength must be known.
In the example shown in Section 7-9-1 Aircraft Classification Number -- Flexible Pavement, A/C CodeC, for an aircraft gross weight of 55 000 kg (121 250 lb) and medium subgrade strength (code B),the ACN for the flexible pavement is 28.
In the example shown in Section 7-9-2 Aircraft Classification Number -- Rigid Pavement, A/C CodeC, for an aircraft gross weight of 55 000 kg (121 250 lb) and medium subgrade strength (code B),the ACN for the rigid pavement is 32.
NOTE : An aircraft with an ACN equal to or less than the reported PCN can operate on thatpavement, subject to any limitation on the tire pressure.(Ref.: ICAO Aerodrome Design Manual Part 3, Chapter 1, Second Edition 1983).
7-9-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
7-9-1 Aircraft Classification Number - Flexible Pavement
**ON A/C A320-100 A320-200
Aircraft Classification Number - Flexible Pavement
1. This section gives the Aircraft Classification Number - Flexible Pavement.
NOTE : For A/C Code definition, refer to chapter 7-1-0.
7-9-1Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
1 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
46 x
17
R20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.3
bar
(178
psi
)
45 35 30 25 20 15 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
D −
CB
R
3 (U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
A/C
CO
DE
C
ALP
HA
FA
CT
OR
= 0
.9
N_AC_070901_1_0800101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E C
Aircraft Classification Number -- Flexible PavementFIGURE 1
7-9-1Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
1 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
49 x
17−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
10.
2 ba
r (1
48 p
si)
45 35 30 25 20 15 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
D −
CB
R
3 (U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
A/C
CO
DE
C
ALP
HA
FA
CT
OR
= 0
.9
N_AC_070901_1_0810101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E C
Aircraft Classification Number -- Flexible PavementFIGURE 2
7-9-1Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
1 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
49 x
19−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
9.2
bar
(13
3 ps
i)
45 35 30 25 20 15 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
D −
CB
R
3 (U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
A/C
CO
DE
C
ALP
HA
FA
CT
OR
= 0
.9
N_AC_070901_1_0820101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E C
Aircraft Classification Number -- Flexible PavementFIGURE 3
7-9-1Page 4
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
0.5
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G46
x 1
7 R
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
12.
8 ba
r (1
86 p
si)
45 35 30 25 20 15 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
D −
CB
R
3 (U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
A/C
CO
DE
D
ALP
HA
FA
CT
OR
= 0
.9
N_AC_070901_1_0830101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E D
Aircraft Classification Number -- Flexible PavementFIGURE 4
7-9-1Page 5
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
0.5
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G49
x 1
7−20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.6
bar
(154
psi
)
45 35 30 25 20 15 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
D −
CB
R
3 (U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
A/C
CO
DE
D
ALP
HA
FA
CT
OR
= 0
.9
N_AC_070901_1_0840101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E D
Aircraft Classification Number -- Flexible PavementFIGURE 5
7-9-1Page 6
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
0.5
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G
45 35 30 25 20 15 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
D −
CB
R
3 (U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
A/C
CO
DE
D
ALP
HA
FA
CT
OR
= 0
.9
1 27
0 x
455
R22
(49
x 1
8−22
) T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
10.
9 ba
r (1
58 p
si)
N_AC_070901_1_0850101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E D
Aircraft Classification Number -- Flexible PavementFIGURE 6
7-9-1Page 7
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
0.5
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G49
x 1
9−20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 9
.6 b
ar (
139
psi)
45 35 30 25 20 15 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
D −
CB
R
3 (U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
A/C
CO
DE
D
ALP
HA
FA
CT
OR
= 0
.9
N_AC_070901_1_0860101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E D
Aircraft Classification Number -- Flexible PavementFIGURE 7
7-9-1Page 8
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
3 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
46 x
17
R20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.3
bar
(178
psi
)
45 35 30 25 20 15 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
D −
CB
R
3 (U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
A/C
CO
DE
E
ALP
HA
FA
CT
OR
= 0
.9
N_AC_070901_1_0870101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E E
Aircraft Classification Number -- Flexible PavementFIGURE 8
7-9-1Page 9
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
3 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
49 x
17−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
10.
2 ba
r (1
48 p
si)
45 35 30 25 20 15 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
D −
CB
R
3 (U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
A/C
CO
DE
E
ALP
HA
FA
CT
OR
= 0
.9
N_AC_070901_1_0880101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E E
Aircraft Classification Number -- Flexible PavementFIGURE 9
7-9-1Page 10
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
3 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
49 x
19−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
9.2
bar
(13
3 ps
i)
45 35 30 25 20 15 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
D −
CB
R
3 (U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
A/C
CO
DE
E
ALP
HA
FA
CT
OR
= 0
.9
N_AC_070901_1_0890101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E E
Aircraft Classification Number -- Flexible PavementFIGURE 10
7-9-1Page 11
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
3 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
46 x
17
R20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.8
bar
(186
psi
)
45 35 30 25 20 15 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
N_AC_070901_1_0900101_01_00
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
D −
CB
R
3 (U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
A/C
CO
DE
F
ALP
HA
FA
CT
OR
= 0
.9
ON
PA
VE
ME
NT
− A
/C C
OD
E F
Aircraft Classification Number -- Flexible PavementFIGURE 11
7-9-1Page 12
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
3 %
MA
C.
49 x
17−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
10.
6 ba
r (1
54 p
si)
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
45 35 30 25 20 15 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
D −
CB
R
3 (U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
ALP
HA
FA
CT
OR
= 0
.9
N_AC_070901_1_0910101_01_00
A/C
CO
DE
F
ON
PA
VE
ME
NT
− A
/C C
OD
E F
Aircraft Classification Number -- Flexible PavementFIGURE 12
7-9-1Page 13
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
3 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
ON
PA
VE
ME
NT
− A
/C C
OD
E F
1 27
0 x
455
R22
(49
x 1
8−22
) T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
10.
9 ba
r (1
58 p
si)
45 35 30 25 20 15 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
D −
CB
R
3 (U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
A/C
CO
DE
F
ALP
HA
FA
CT
OR
= 0
.9
N_AC_070901_1_0920101_01_00
Aircraft Classification Number -- Flexible PavementFIGURE 13
7-9-1Page 14
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
3 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
49 x
19−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
9.6
bar
(13
9 ps
i)
45 35 30 25 20 15 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
D −
CB
R
3 (U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
A/C
CO
DE
F
ALP
HA
FA
CT
OR
= 0
.9
ON
PA
VE
ME
NT
− A
/C C
OD
E F
N_AC_070901_1_0930101_01_00
Aircraft Classification Number -- Flexible PavementFIGURE 14
7-9-1Page 15
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
3 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
46 x
17
R20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.8
bar
(186
psi
)
45 35 30 25 20 15 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
D −
CB
R
3 (U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
A/C
CO
DE
G
ALP
HA
FA
CT
OR
= 0
.9
N_AC_070901_1_0940101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E G
Aircraft Classification Number -- Flexible PavementFIGURE 15
7-9-1Page 16
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
3 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
49 x
17−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
10.
6 ba
r (1
54 p
si)
45 35 30 25 20 15 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
D −
CB
R
3 (U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
A/C
CO
DE
G
ALP
HA
FA
CT
OR
= 0
.9
N_AC_070901_1_0950101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E G
Aircraft Classification Number -- Flexible PavementFIGURE 16
7-9-1Page 17
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
3 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
45 35 30 25 20 15 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
D −
CB
R
3 (U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
A/C
CO
DE
G
1 27
0 x
455
R22
(49
x 1
8−22
) T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
10.
9 ba
r (1
58 p
si)
ALP
HA
FA
CT
OR
= 0
.9
N_AC_070901_1_0960101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E G
Aircraft Classification Number -- Flexible PavementFIGURE 17
7-9-1Page 18
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
3 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
45 35 30 25 20 15 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
D −
CB
R
3 (U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
A/C
CO
DE
G
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 9
.6 b
ar (
139
psi)
ALP
HA
FA
CT
OR
= 0
.9
49 x
19−
20 T
IRE
S
N_AC_070901_1_0970101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E G
Aircraft Classification Number -- Flexible PavementFIGURE 18
7-9-1Page 19
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
1 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
7075
160
A/C
CO
DE
H
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
D −
CB
R
3 (U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
ALP
HA
FA
CT
OR
= 0
.9
46 x
17
R20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.8
bar
(186
psi
)
45 35 25 15
N_AC_070901_1_0980101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E H
Aircraft Classification Number -- Flexible PavementFIGURE 19
7-9-1Page 20
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
1 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
7075
160
49 x
17−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
10.
6 ba
r (1
54 p
si)
A/C
CO
DE
H
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
D −
CB
R
3 (U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
ALP
HA
FA
CT
OR
= 0
.9
45 35 25 15
N_AC_070901_1_0990101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E H
Aircraft Classification Number -- Flexible PavementFIGURE 20
7-9-1Page 21
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
1 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
7075
160
A/C
CO
DE
H
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
D −
CB
R
3 (U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
ALP
HA
FA
CT
OR
= 0
.9
1 27
0 x
455
R22
(49
x 1
8−22
) T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
10.
9 ba
r (1
58 p
si)
45 35 25 15
N_AC_070901_1_1000101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E H
Aircraft Classification Number -- Flexible PavementFIGURE 21
7-9-1Page 22
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
1 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
7075
160
49 x
19−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
9.6
bar
(13
9 ps
i)
A/C
CO
DE
H
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
D −
CB
R
3 (U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
ALP
HA
FA
CT
OR
= 0
.9
45 35 25 15
N_AC_070901_1_1010101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E H
Aircraft Classification Number -- Flexible PavementFIGURE 22
7-9-1Page 23
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
7065
6055
5045
4035
101520253035404550
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
AIRCRAFT CLASSIFICATION NUMBER (ACN)
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
SU
BG
RA
DE
ST
RE
NG
TH
D −
CB
R
3 (U
LTR
A L
OW
)
80
75
9010
011
012
013
014
015
016
0
(x 1
000
lb)
A/C
CO
DE
I
ALP
HA
FA
CT
OR
= 0
.9
N_AC_070901_1_1020101_01_00
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
1.42
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G46
x 1
7 R
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
13.
8 ba
r (2
00 p
si)
ON
PA
VE
ME
NT
− A
/C C
OD
E I
Aircraft Classification Number -- Flexible PavementFIGURE 23
7-9-1Page 24
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
7065
6055
5045
4035
101520253035404550
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
AIRCRAFT CLASSIFICATION NUMBER (ACN)
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
SU
BG
RA
DE
ST
RE
NG
TH
D −
CB
R
3 (U
LTR
A L
OW
)
80
75
9010
011
012
013
014
015
016
0
(x 1
000
lb)
ALP
HA
FA
CT
OR
= 0
.9
A/C
CO
DE
I
N_AC_070901_1_1030101_01_00
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
1.42
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G49
x 1
7−20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
1.4
bar
(165
psi
)O
N P
AV
EM
EN
T −
A/C
CO
DE
I
Aircraft Classification Number -- Flexible PavementFIGURE 24
7-9-1Page 25
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
7065
6055
5045
4035
101520253035404550
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
AIRCRAFT CLASSIFICATION NUMBER (ACN)
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
SU
BG
RA
DE
ST
RE
NG
TH
D −
CB
R
3 (U
LTR
A L
OW
)
80
75
9010
011
012
013
014
015
016
0
(x 1
000
lb)
ALP
HA
FA
CT
OR
= 0
.9
A/C
CO
DE
I
N_AC_070901_1_1040101_01_00
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
1.42
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G1
270
x 45
5 R
22 (
49 x
18−
22)
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
1.8
bar
(171
psi
)O
N P
AV
EM
EN
T −
A/C
CO
DE
I
Aircraft Classification Number -- Flexible PavementFIGURE 25
7-9-1Page 26
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
7065
6055
5045
4035
101520253035404550
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
AIRCRAFT CLASSIFICATION NUMBER (ACN)
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
SU
BG
RA
DE
ST
RE
NG
TH
D −
CB
R
3 (U
LTR
A L
OW
)
80
75
9010
011
012
013
014
015
016
0
(x 1
000
lb)
ALP
HA
FA
CT
OR
= 0
.9
A/C
CO
DE
I
N_AC_070901_1_1050101_01_00
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
1.42
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G49
x 1
9−20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.3
bar
(149
psi
)O
N P
AV
EM
EN
T −
A/C
CO
DE
I
Aircraft Classification Number -- Flexible PavementFIGURE 26
7-9-1Page 27
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
7065
6055
5045
4035
101520253035404550
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
AIRCRAFT CLASSIFICATION NUMBER (ACN)
80
75
9010
011
012
013
014
015
016
0
(x 1
000
lb)
A/C
CO
DE
J−
K
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
SU
BG
RA
DE
ST
RE
NG
TH
D −
CB
R
3 (U
LTR
A L
OW
)
ALP
HA
FA
CT
OR
= 0
.95560
N_AC_070901_1_1060101_01_00
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
0 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
46 x
17
R20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
3.8
bar
(200
psi
)O
N P
AV
EM
EN
T −
A/C
CO
DE
J−
K
Aircraft Classification Number -- Flexible PavementFIGURE 27
7-9-1Page 28
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
7065
6055
5045
4035
101520253035404550
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
AIRCRAFT CLASSIFICATION NUMBER (ACN)
80
75
9010
011
012
013
014
015
016
0
(x 1
000
lb)
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
SU
BG
RA
DE
ST
RE
NG
TH
D −
CB
R
3 (U
LTR
A L
OW
)
ALP
HA
FA
CT
OR
= 0
.95560
A/C
CO
DE
J−
K
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
0 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
49 x
17−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
11.
4 ba
r (1
65 p
si)
ON
PA
VE
ME
NT
− A
/C C
OD
E J
−K
N_AC_070901_1_1070101_01_00
Aircraft Classification Number -- Flexible PavementFIGURE 28
7-9-1Page 29
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
7065
6055
5045
4035
101520253035404550
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
AIRCRAFT CLASSIFICATION NUMBER (ACN)
80
75
9010
011
012
013
014
015
016
0
(x 1
000
lb)
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
SU
BG
RA
DE
ST
RE
NG
TH
D −
CB
R
3 (U
LTR
A L
OW
)
ALP
HA
FA
CT
OR
= 0
.95560
A/C
CO
DE
J−
K
N_AC_070901_1_1080101_01_00
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
0 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
1 27
0 x
455
R22
(49
x 1
8−22
) T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
11.
8 ba
r (1
71 p
si)
ON
PA
VE
ME
NT
− A
/C C
OD
E J
−K
Aircraft Classification Number -- Flexible PavementFIGURE 29
7-9-1Page 30
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
7065
6055
5045
4035
101520253035404550
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
AIRCRAFT CLASSIFICATION NUMBER (ACN)
80
75
9010
011
012
013
014
015
016
0
(x 1
000
lb)
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
SU
BG
RA
DE
ST
RE
NG
TH
D −
CB
R
3 (U
LTR
A L
OW
)
ALP
HA
FA
CT
OR
= 0
.95560
A/C
CO
DE
J−
K
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
0 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
49 x
19−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
10.
3 ba
r (1
49 p
si)
ON
PA
VE
ME
NT
− A
/C C
OD
E J
−K
N_AC_070901_1_1090101_01_00
Aircraft Classification Number -- Flexible PavementFIGURE 30
7-9-1Page 31
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
7065
6055
5045
4035
101520253035404550
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
AIRCRAFT CLASSIFICATION NUMBER (ACN)
80
75
9010
011
012
013
014
015
016
0
(x 1
000
lb)
5560
A/C
CO
DE
L−
M
80
170
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
SU
BG
RA
DE
ST
RE
NG
TH
D −
CB
R
3 (U
LTR
A L
OW
)
ALP
HA
FA
CT
OR
= 0
.9
N_AC_070901_1_1100101_01_00
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 3
8.7
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G46
x 1
7 R
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
13.
8 ba
r (2
00 p
si)
ON
PA
VE
ME
NT
− A
/C C
OD
E L
−M
Aircraft Classification Number -- Flexible PavementFIGURE 31
7-9-1Page 32
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
7065
6055
5045
4035
101520253035404550
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
AIRCRAFT CLASSIFICATION NUMBER (ACN)
80
75
9010
011
012
013
014
015
016
0
(x 1
000
lb)
5560
A/C
CO
DE
L−
M
80
170
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
SU
BG
RA
DE
ST
RE
NG
TH
D −
CB
R
3 (U
LTR
A L
OW
)
ALP
HA
FA
CT
OR
= 0
.9
N_AC_070901_1_1110101_01_00
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 3
8.7
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G49
x 1
7−20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
1.4
bar
(165
psi
)O
N P
AV
EM
EN
T −
A/C
CO
DE
L−
M
Aircraft Classification Number -- Flexible PavementFIGURE 32
7-9-1Page 33
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
7065
6055
5045
4035
101520253035404550
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
AIRCRAFT CLASSIFICATION NUMBER (ACN)
80
75
9010
011
012
013
014
015
068
0
(x 1
000
lb)
5560
A/C
CO
DE
L−
M
80
720
C −
CB
R
6 (L
OW
)B
− C
BR
10
(ME
DIU
M)
A −
CB
R 1
5 (H
IGH
)
SU
BG
RA
DE
ST
RE
NG
TH
D −
CB
R
3 (U
LTR
A L
OW
)
ALP
HA
FA
CT
OR
= 0
.9
N_AC_070901_1_1120101_01_00
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 3
8.7
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G1
270
x 45
5 R
22 (
49 x
18−
22)
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
1.8
bar
(171
psi
)O
N P
AV
EM
EN
T −
A/C
CO
DE
L−
M
Aircraft Classification Number -- Flexible PavementFIGURE 33
7-9-1Page 34
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 3
8.7
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G49
x 1
9−20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.3
bar
(149
psi
)O
N P
AV
EM
EN
T −
A/C
CO
DE
L−
M
60 40 35 30 20 15 10
3540
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
2555 50 45
4550
5560
6570
7580
C −
CB
R 6
(LO
W)
B −
CB
R 1
0 (M
ED
IUM
)A
− C
BR
15
(HIG
H)
D −
CB
R 3
(U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
ALP
HA
FA
CT
OR
= 0
.9
A/C
CO
DE
L−
M
170
160
150
140
130
120
110
100
9080
N_AC_070901_1_1130101_01_00
Aircraft Classification Number -- Flexible PavementFIGURE 34
7-9-1Page 35
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
60 40 35 30 20 15 10
3540
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
2555 50 45
4550
5560
6570
7580
A/C
CO
DE
N−
O
170
160
150
140
130
120
110
100
9080
N_AC_070901_1_1140101_01_00
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 3
7.5
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G46
x 1
7 R
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
14.
4 ba
r (2
09 p
si)
ON
PA
VE
ME
NT
− A
/C C
OD
E N
−O
C −
CB
R 6
(LO
W)
B −
CB
R 1
0 (M
ED
IUM
)A
− C
BR
15
(HIG
H)
D −
CB
R 3
(U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
ALP
HA
FA
CT
OR
= 0
.9
Aircraft Classification Number -- Flexible PavementFIGURE 35
7-9-1Page 36
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
60 40 35 30 20 15 10
3540
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
2555 50 45
4550
5560
6570
7580
A/C
CO
DE
N−
O
170
160
150
140
130
120
110
100
9080
N_AC_070901_1_1150101_01_00
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 3
7.5
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G49
x 1
7−20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2 ba
r (1
74 p
si)
ON
PA
VE
ME
NT
− A
/C C
OD
E N
−O
C −
CB
R 6
(LO
W)
B −
CB
R 1
0 (M
ED
IUM
)A
− C
BR
15
(HIG
H)
D −
CB
R 3
(U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
ALP
HA
FA
CT
OR
= 0
.9
Aircraft Classification Number -- Flexible PavementFIGURE 36
7-9-1Page 37
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
60 40 35 30 20 15 10
3540
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
2555 50 45
4550
5560
6570
7580
A/C
CO
DE
N−
O
170
160
150
140
130
120
110
100
9080
N_AC_070901_1_1160101_01_00
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 3
7.5
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G1
270
x 45
5 R
22 (
49 x
18−
22)
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.3
bar
(178
psi
)O
N P
AV
EM
EN
T −
A/C
CO
DE
N−
O
C −
CB
R 6
(LO
W)
B −
CB
R 1
0 (M
ED
IUM
)A
− C
BR
15
(HIG
H)
D −
CB
R 3
(U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
ALP
HA
FA
CT
OR
= 0
.9
Aircraft Classification Number -- Flexible PavementFIGURE 37
7-9-1Page 38
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
60 40 35 30 20 15 10
3540
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
2555 50 45
4550
5560
6570
7580
A/C
CO
DE
N−
O
170
160
150
140
130
120
110
100
9080
N_AC_070901_1_1170101_01_00
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 3
7.5
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G49
x 1
9−20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.7
bar
(155
psi
)O
N P
AV
EM
EN
T −
A/C
CO
DE
N−
O
C −
CB
R 6
(LO
W)
B −
CB
R 1
0 (M
ED
IUM
)A
− C
BR
15
(HIG
H)
D −
CB
R 3
(U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
ALP
HA
FA
CT
OR
= 0
.9
Aircraft Classification Number -- Flexible PavementFIGURE 38
7-9-1Page 39
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
60 40 35 30 20 15 10
3540
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
2555 50 45
4550
5560
6570
7580
A/C
CO
DE
P
170
160
150
140
130
120
110
100
9080
N_AC_070901_1_1180101_01_00
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 3
6.8
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G46
x 1
7 R
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
14.
4 ba
r (2
09 p
si)
ON
PA
VE
ME
NT
− A
/C C
OD
E P
C −
CB
R 6
(LO
W)
B −
CB
R 1
0 (M
ED
IUM
)A
− C
BR
15
(HIG
H)
D −
CB
R 3
(U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
ALP
HA
FA
CT
OR
= 0
.9
Aircraft Classification Number -- Flexible PavementFIGURE 39
7-9-1Page 40
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
60 40 35 30 20 15 10
3540
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
2555 50 45
4550
5560
6570
7580
A/C
CO
DE
P
170
160
150
140
130
120
110
100
9080
N_AC_070901_1_1190101_01_00
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 3
6.8
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G49
x 1
7−20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2 ba
r (1
74 p
si)
ON
PA
VE
ME
NT
− A
/C C
OD
E P
C −
CB
R 6
(LO
W)
B −
CB
R 1
0 (M
ED
IUM
)A
− C
BR
15
(HIG
H)
D −
CB
R 3
(U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
ALP
HA
FA
CT
OR
= 0
.9
Aircraft Classification Number -- Flexible PavementFIGURE 40
7-9-1Page 41
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
60 40 35 30 20 15 10
3540
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
2555 50 45
4550
5560
6570
7580
A/C
CO
DE
P
170
160
150
140
130
120
110
100
9080
N_AC_070901_1_1200101_01_00
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 3
6.8
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G1
270
x 45
5 R
22 (
49 x
18−
22)
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.3
bar
(178
psi
)O
N P
AV
EM
EN
T −
A/C
CO
DE
P
C −
CB
R 6
(LO
W)
B −
CB
R 1
0 (M
ED
IUM
)A
− C
BR
15
(HIG
H)
D −
CB
R 3
(U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
ALP
HA
FA
CT
OR
= 0
.9
Aircraft Classification Number -- Flexible PavementFIGURE 41
7-9-1Page 42
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
60 40 35 30 20 15 10
3540
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
2555 50 45
4550
5560
6570
7580
A/C
CO
DE
P
170
160
150
140
130
120
110
100
9080
N_AC_070901_1_1210101_01_00
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 3
6.8
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G49
x 1
9−20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.7
bar
(155
psi
)O
N P
AV
EM
EN
T −
A/C
CO
DE
P
C −
CB
R 6
(LO
W)
B −
CB
R 1
0 (M
ED
IUM
)A
− C
BR
15
(HIG
H)
D −
CB
R 3
(U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
ALP
HA
FA
CT
OR
= 0
.9
Aircraft Classification Number -- Flexible PavementFIGURE 42
7-9-1Page 43
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
0
3540
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
40
4550
5560
6570
7580
170
160
150
140
130
120
110
100
9080
N_AC_070901_1_1220101_01_00
A/C
CO
DE
TT
35 30 25 20 15 10 5
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
0 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
915
x 30
0 R
16 (
36 x
11−
16)
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.2
bar
(177
psi
)O
N P
AV
EM
EN
T −
A/C
CO
DE
TT
C −
CB
R 6
(LO
W)
B −
CB
R 1
0 (M
ED
IUM
)A
− C
BR
15
(HIG
H)
D −
CB
R 3
(U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
ALP
HA
FA
CT
OR
= 0
.9
Aircraft Classification Number -- Flexible PavementFIGURE 43
7-9-1Page 44
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
7-9-2 Aircraft Classification Number - Rigid Pavement
**ON A/C A320-100 A320-200
Aircraft Classification Number - Rigid Pavement
1. This section gives the Aircraft Classification Number - Rigid Pavement.
NOTE : For A/C Code definition, refer to chapter 7-1-0.
7-9-2Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
1 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
46 x
17
R20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.3
bar
(178
psi
)
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)C
− K
=
40 M
N/m
³ (
LOW
)B
− K
=
80 M
N/m
³ (
ME
DIU
M)
A −
K =
150
MN
/m³
(H
IGH
)
N_AC_070902_1_1210101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E C
A/C
CO
DE
C
15253545
Aircraft Classification Number -- Rigid PavementFIGURE 1
7-9-2Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
1 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
49 x
17−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
10.
2 ba
r (1
48 p
si)
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)C
− K
=
40 M
N/m
³ (
LOW
)B
− K
=
80 M
N/m
³ (
ME
DIU
M)
A −
K =
150
MN
/m³
(H
IGH
)
N_AC_070902_1_1220101_01_00
A/C
CO
DE
C
ON
PA
VE
ME
NT
− A
/C C
OD
E C
15253545
Aircraft Classification Number -- Rigid PavementFIGURE 2
7-9-2Page 3
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
1 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
49 x
19−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
9.2
bar
(13
3 ps
i)
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)C
− K
=
40 M
N/m
³ (
LOW
)B
− K
=
80 M
N/m
³ (
ME
DIU
M)
A −
K =
150
MN
/m³
(H
IGH
)
N_AC_070902_1_1230101_01_00
A/C
CO
DE
C
ON
PA
VE
ME
NT
− A
/C C
OD
E C
15253545
Aircraft Classification Number -- Rigid PavementFIGURE 3
7-9-2Page 4
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
0.5
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G46
x 1
7 R
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
12.
8 ba
r (1
86 p
si)
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
N_AC_070902_1_1240101_01_00
A/C
CO
DE
D
ON
PA
VE
ME
NT
− A
/C C
OD
E D
15253545S
UB
GR
AD
E S
TR
EN
GT
HD
− K
=
20 M
N/m
³ (
ULT
RA
LO
W)
C −
K =
40
MN
/m³
(LO
W)
B −
K =
80
MN
/m³
(M
ED
IUM
)A
− K
= 1
50 M
N/m
³ (
HIG
H)
Aircraft Classification Number -- Rigid PavementFIGURE 4
7-9-2Page 5
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
0.5
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G49
x 1
7−20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.6
bar
(154
psi
)
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)C
− K
=
40 M
N/m
³ (
LOW
)B
− K
=
80 M
N/m
³ (
ME
DIU
M)
A −
K =
150
MN
/m³
(H
IGH
)
N_AC_070902_1_1250101_01_00
A/C
CO
DE
D
ON
PA
VE
ME
NT
− A
/C C
OD
E D
15253545
Aircraft Classification Number -- Rigid PavementFIGURE 5
7-9-2Page 6
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
0.5
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G1
270
x 45
5 R
22 (
49 x
18−
22)
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.9
bar
(158
psi
)
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)C
− K
=
40 M
N/m
³ (
LOW
)B
− K
=
80 M
N/m
³ (
ME
DIU
M)
A −
K =
150
MN
/m³
(H
IGH
)
N_AC_070902_1_1260101_01_00
A/C
CO
DE
D
ON
PA
VE
ME
NT
− A
/C C
OD
E D
15253545
Aircraft Classification Number -- Rigid PavementFIGURE 6
7-9-2Page 7
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
0.5
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G49
x 1
9−20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 9
.6 b
ar (
139
psi)
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)C
− K
=
40 M
N/m
³ (
LOW
)B
− K
=
80 M
N/m
³ (
ME
DIU
M)
A −
K =
150
MN
/m³
(H
IGH
)
N_AC_070902_1_1270101_01_00
A/C
CO
DE
D
ON
PA
VE
ME
NT
− A
/C C
OD
E D
15253545
Aircraft Classification Number -- Rigid PavementFIGURE 7
7-9-2Page 8
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
3 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
46 x
17
R20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.3
bar
(178
psi
)
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)C
− K
=
40 M
N/m
³ (
LOW
)B
− K
=
80 M
N/m
³ (
ME
DIU
M)
A −
K =
150
MN
/m³
(H
IGH
)
N_AC_070902_1_1280101_01_00
A/C
CO
DE
E
ON
PA
VE
ME
NT
− A
/C C
OD
E E
15253545
Aircraft Classification Number -- Rigid PavementFIGURE 8
7-9-2Page 9
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
3 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
49 x
17−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
10.
2 ba
r (1
48 p
si)
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
N_AC_070902_1_1290101_01_00
A/C
CO
DE
E
ON
PA
VE
ME
NT
− A
/C C
OD
E E
15253545S
UB
GR
AD
E S
TR
EN
GT
HD
− K
=
20 M
N/m
³ (
ULT
RA
LO
W)
C −
K =
40
MN
/m³
(LO
W)
B −
K =
80
MN
/m³
(M
ED
IUM
)A
− K
= 1
50 M
N/m
³ (
HIG
H)
Aircraft Classification Number -- Rigid PavementFIGURE 9
7-9-2Page 10
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
3 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
49 x
19−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
9.2
bar
(13
3 ps
i)
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)C
− K
=
40 M
N/m
³ (
LOW
)B
− K
=
80 M
N/m
³ (
ME
DIU
M)
A −
K =
150
MN
/m³
(H
IGH
)
N_AC_070902_1_1300101_01_00
A/C
CO
DE
E
ON
PA
VE
ME
NT
− A
/C C
OD
E E
15253545
Aircraft Classification Number -- Rigid PavementFIGURE 10
7-9-2Page 11
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
3 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
46 x
17
R20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.8
bar
(186
psi
)
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)C
− K
=
40 M
N/m
³ (
LOW
)B
− K
=
80 M
N/m
³ (
ME
DIU
M)
A −
K =
150
MN
/m³
(H
IGH
)
N_AC_070902_1_1310101_01_00
A/C
CO
DE
F
ON
PA
VE
ME
NT
− A
/C C
OD
E F
15253545
Aircraft Classification Number -- Rigid PavementFIGURE 11
7-9-2Page 12
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
3 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
49 x
17−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
10.
6 ba
r (1
54 p
si)
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)C
− K
=
40 M
N/m
³ (
LOW
)B
− K
=
80 M
N/m
³ (
ME
DIU
M)
A −
K =
150
MN
/m³
(H
IGH
)
45 35 25 15
N_AC_070902_1_1320101_01_00
A/C
CO
DE
F
ON
PA
VE
ME
NT
− A
/C C
OD
E F
Aircraft Classification Number -- Rigid PavementFIGURE 12
7-9-2Page 13
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
3 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
1 27
0 x
455
R22
(49
x 1
8−22
) T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
10.
9 ba
r (1
58 p
si)
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
A −
K =
150
MN
/m³
(H
IGH
)
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)C
− K
=
40 M
N/m
³ (
LOW
)B
− K
=
80 M
N/m
³ (
ME
DIU
M)
45 35 25 15
N_AC_070902_1_1330101_01_00
A/C
CO
DE
F
ON
PA
VE
ME
NT
− A
/C C
OD
E F
Aircraft Classification Number -- Rigid PavementFIGURE 13
7-9-2Page 14
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
3 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
49 x
19−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
9.6
bar
(13
9 ps
i)
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)C
− K
=
40 M
N/m
³ (
LOW
)B
− K
=
80 M
N/m
³ (
ME
DIU
M)
A −
K =
150
MN
/m³
(H
IGH
)
45 35 25 15
N_AC_070902_1_1340101_01_00
A/C
CO
DE
F
ON
PA
VE
ME
NT
− A
/C C
OD
E F
Aircraft Classification Number -- Rigid PavementFIGURE 14
7-9-2Page 15
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
3 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
46 x
17
R20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.8
bar
(186
psi
)
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)C
− K
=
40 M
N/m
³ (
LOW
)B
− K
=
80 M
N/m
³ (
ME
DIU
M)
A −
K =
150
MN
/m³
(H
IGH
)
45 35 25 15
N_AC_070902_1_1350101_01_00
A/C
CO
DE
G
ON
PA
VE
ME
NT
− A
/C C
OD
E G
Aircraft Classification Number -- Rigid PavementFIGURE 15
7-9-2Page 16
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
3 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
49 x
17−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
10.
6 ba
r (1
54 p
si)
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)C
− K
=
40 M
N/m
³ (
LOW
)B
− K
=
80 M
N/m
³ (
ME
DIU
M)
A −
K =
150
MN
/m³
(H
IGH
)
45 35 25 15
N_AC_070902_1_1360101_01_00
A/C
CO
DE
G
ON
PA
VE
ME
NT
− A
/C C
OD
E G
Aircraft Classification Number -- Rigid PavementFIGURE 16
7-9-2Page 17
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
3 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
1 27
0 x
455
R22
(49
x 1
8−22
) T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
10.
9 ba
r (1
58 p
si)
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)C
− K
=
40 M
N/m
³ (
LOW
)B
− K
=
80 M
N/m
³ (
ME
DIU
M)
A −
K =
150
MN
/m³
(H
IGH
)
45 35 25 15
N_AC_070902_1_1370101_01_00
A/C
CO
DE
G
ON
PA
VE
ME
NT
− A
/C C
OD
E G
Aircraft Classification Number -- Rigid PavementFIGURE 17
7-9-2Page 18
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
3 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
49 x
19−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
9.6
bar
(13
9 ps
i)
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)C
− K
=
40 M
N/m
³ (
LOW
)B
− K
=
80 M
N/m
³ (
ME
DIU
M)
A −
K =
150
MN
/m³
(H
IGH
)
45 35 25 15
N_AC_070902_1_1380101_01_00
A/C
CO
DE
G
ON
PA
VE
ME
NT
− A
/C C
OD
E G
Aircraft Classification Number -- Rigid PavementFIGURE 18
7-9-2Page 19
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
30 20 1035
405080
9010
011
012
013
014
015
0
4045
5055
6065
7075
160
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
1 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
46 x
17
R20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.8
bar
(186
psi
)
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)C
− K
=
40 M
N/m
³ (
LOW
)B
− K
=
80 M
N/m
³ (
ME
DIU
M)
A −
K =
150
MN
/m³
(H
IGH
)
45 35 25 15
N_AC_070902_1_1390101_01_00
A/C
CO
DE
H
ON
PA
VE
ME
NT
− A
/C C
OD
E H
Aircraft Classification Number -- Rigid PavementFIGURE 19
7-9-2Page 20
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
30 20 1035
405080
9010
011
012
013
014
015
0
4045
5055
6065
7075
160
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
1 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
49 x
17−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
10.
6 ba
r (1
54 p
si)
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)C
− K
=
40 M
N/m
³ (
LOW
)B
− K
=
80 M
N/m
³ (
ME
DIU
M)
A −
K =
150
MN
/m³
(H
IGH
)
45 35 25 15
N_AC_070902_1_1400101_01_00
A/C
CO
DE
H
ON
PA
VE
ME
NT
− A
/C C
OD
E H
Aircraft Classification Number -- Rigid PavementFIGURE 20
7-9-2Page 21
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
30 20 1035
405080
9010
011
012
013
014
015
0
4045
5055
6065
7075
160
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
1 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
1 27
0 x
455
R22
(49
x 1
8−22
) T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
10.
9 ba
r (1
58 p
si)
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
SU
BG
RA
DE
ST
RE
NG
TH
C −
K =
40
MN
/m³
(LO
W)
B −
K =
80
MN
/m³
(M
ED
IUM
)A
− K
= 1
50 M
N/m
³ (
HIG
H)
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)45 35 25 15
A/C
CO
DE
H
ON
PA
VE
ME
NT
− A
/C C
OD
E H
N_AC_070902_1_1410101_01_00
Aircraft Classification Number -- Rigid PavementFIGURE 21
7-9-2Page 22
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
30 20 1035
405080
9010
011
012
013
014
015
0
4045
5055
6065
7075
160
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
1 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
49 x
19−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
9.6
bar
(13
9 ps
i)
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)C
− K
=
40 M
N/m
³ (
LOW
)B
− K
=
80 M
N/m
³ (
ME
DIU
M)
A −
K =
150
MN
/m³
(H
IGH
)
45 35 25 15
A/C
CO
DE
H
ON
PA
VE
ME
NT
− A
/C C
OD
E H
N_AC_070902_1_1420101_01_00
Aircraft Classification Number -- Rigid PavementFIGURE 22
7-9-2Page 23
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
1.42
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G46
x 1
7 R
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
13.
8 ba
r (2
00 p
si)
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
7075
160
A/C
CO
DE
I
C −
K =
40
MN
/m³
(LO
W)
B −
K =
80
MN
/m³
(M
ED
IUM
)A
− K
= 1
50 M
N/m
³ (
HIG
H)
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H45 35 25 15
N_AC_070902_1_1430101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E I
Aircraft Classification Number -- Rigid PavementFIGURE 23
7-9-2Page 24
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
1.42
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G49
x 1
7−20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
1.4
bar
(165
psi
)
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
7075
160
A/C
CO
DE
I
C −
K =
40
MN
/m³
(LO
W)
B −
K =
80
MN
/m³
(M
ED
IUM
)A
− K
= 1
50 M
N/m
³ (
HIG
H)
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H45 35 25 15
N_AC_070902_1_1440101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E I
Aircraft Classification Number -- Rigid PavementFIGURE 24
7-9-2Page 25
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
1.42
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G1
270
x 45
5 R
22 (
49 x
18−
22)
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
1.8
bar
(171
psi
)
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
7075
160
A/C
CO
DE
I
C −
K =
40
MN
/m³
(LO
W)
B −
K =
80
MN
/m³
(M
ED
IUM
)A
− K
= 1
50 M
N/m
³ (
HIG
H)
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H45 35 25 15
N_AC_070902_1_1450101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E I
Aircraft Classification Number -- Rigid PavementFIGURE 25
7-9-2Page 26
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
1.42
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G49
x 1
9−20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
0.3
bar
(149
psi
)
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70A/C
CO
DE
I
75
160
C −
K =
40
MN
/m³
(LO
W)
B −
K =
80
MN
/m³
(M
ED
IUM
)A
− K
= 1
50 M
N/m
³ (
HIG
H)
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H45 35 25 15
N_AC_070902_1_1460101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E I
Aircraft Classification Number -- Rigid PavementFIGURE 26
7-9-2Page 27
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
0 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
46 x
17
R20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
3.8
bar
(200
psi
)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
(x 1
000
kg)
(x 1
000
lb)
4050
8090
100
110
120
130
140
150
4045
5055
6065
7075
160
60
A/C
CO
DE
J−
K
C −
K =
40
MN
/m³
(LO
W)
B −
K =
80
MN
/m³
(M
ED
IUM
)A
− K
= 1
50 M
N/m
³ (
HIG
H)
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
45 35 25 1555
N_AC_070902_1_1470101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E J
−K
Aircraft Classification Number -- Rigid PavementFIGURE 27
7-9-2Page 28
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
0 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
49 x
17−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
11.
4 ba
r (1
65 p
si)
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
405080
9010
011
012
013
014
015
0
4045
5055
6065
70
A/C
CO
DE
J−
K
75
160
C −
K =
40
MN
/m³
(LO
W)
B −
K =
80
MN
/m³
(M
ED
IUM
)A
− K
= 1
50 M
N/m
³ (
HIG
H)
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H45 35 25 15
ON
PA
VE
ME
NT
− A
/C C
OD
E J
−K
N_AC_070902_1_1480101_01_00
Aircraft Classification Number -- Rigid PavementFIGURE 28
7-9-2Page 29
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
0 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
1 27
0 x
455
R22
(49
x 1
8−22
) T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
11.
8 ba
r (1
71 p
si)
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
4050
8090
100
110
120
130
140
150
4045
5055
6065
7075
160
60
A/C
CO
DE
J−
K
C −
K =
40
MN
/m³
(LO
W)
B −
K =
80
MN
/m³
(M
ED
IUM
)A
− K
= 1
50 M
N/m
³ (
HIG
H)
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
45 35 25 1555
N_AC_070902_1_1490101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E J
−K
Aircraft Classification Number -- Rigid PavementFIGURE 29
7-9-2Page 30
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
0 %
MA
C.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
49 x
19−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
10.
3 ba
r (1
49 p
si)
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
4050
8090
100
110
120
130
140
150
4045
5055
6065
70
A/C
CO
DE
J−
K
75
160
C −
K =
40
MN
/m³
(LO
W)
B −
K =
80
MN
/m³
(M
ED
IUM
)A
− K
= 1
50 M
N/m
³ (
HIG
H)
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
60 45 35 25 1555
N_AC_070902_1_1500101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E J
−K
Aircraft Classification Number -- Rigid PavementFIGURE 30
7-9-2Page 31
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 3
8.7
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G46
x 1
7 R
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
13.
8 ba
r (2
00 p
si)
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
4050
8090
100
110
120
130
140
150
4045
5055
6065
7075
160
6017
0
80
A/C
CO
DE
L−
M
C −
K =
40
MN
/m³
(LO
W)
B −
K =
80
MN
/m³
(M
ED
IUM
)A
− K
= 1
50 M
N/m
³ (
HIG
H)
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
45 35 25 1555
N_AC_070902_1_1510101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E L
−M
Aircraft Classification Number -- Rigid PavementFIGURE 31
7-9-2Page 32
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 3
8.7
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G49
x 1
7−20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
1.4
bar
(165
psi
)
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
4050
8090
100
110
120
130
140
150
4045
5055
6065
7075
160
6017
0
80
A/C
CO
DE
L−
M
C −
K =
40
MN
/m³
(LO
W)
B −
K =
80
MN
/m³
(M
ED
IUM
)A
− K
= 1
50 M
N/m
³ (
HIG
H)
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
45 35 25 1555
N_AC_070902_1_1520101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E L
−M
Aircraft Classification Number -- Rigid PavementFIGURE 32
7-9-2Page 33
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
ICA
O A
ER
OD
RO
ME
DE
SIG
N M
AN
UA
L P
AR
T 3
CH
AP
TE
R 1
SE
CO
ND
ED
ITIO
N 1
983.
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 3
8.7
% M
AC
.S
EE
SE
CT
ION
7−
4−1
LAN
DIN
G G
EA
R L
OA
DIN
G1
270
x 45
5 R
22 (
49 x
18−
22)
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
1.8
bar
(171
psi
)
30 20 1035
AIRCRAFT CLASSIFICATION NUMBER (ACN)
AIR
CR
AF
T G
RO
SS
WE
IGH
T
(x 1
000
kg)
(x 1
000
lb)
4050
8090
100
110
120
130
140
150
4045
5055
6065
7075
160
6017
0
80
A/C
CO
DE
L−
M
C −
K =
40
MN
/m³
(LO
W)
B −
K =
80
MN
/m³
(M
ED
IUM
)A
− K
= 1
50 M
N/m
³ (
HIG
H)
D −
K =
20
MN
/m³
(U
LTR
A L
OW
)S
UB
GR
AD
E S
TR
EN
GT
H
45 35 25 1555
N_AC_070902_1_1530101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E L
−M
Aircraft Classification Number -- Rigid PavementFIGURE 33
7-9-2Page 34
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
IC
AO
AE
RO
DR
OM
E D
ES
IGN
MA
NU
AL
PA
RT
3C
HA
PT
ER
1 S
EC
ON
D E
DIT
ION
198
3.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 3
8.7
% M
AC
.
152025303540455055
3540
4550
5560
6570
7580
AIR
CR
AF
T G
RO
SS
WE
IGH
T
49 x
19−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
10.
3 ba
r (1
49 p
si)
(x 1
000
kg)
(x 1
000
lb)
AIRCRAFT CLASSIFICATION NUMBER (ACN)
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m
(ULT
RA
LO
W)
A −
K =
150
MN
/m
(HIG
H)
B −
K =
80
MN
/m
(ME
DIU
M)
C −
K =
40
MN
/m
(LO
W)
A/C
CO
DE
L−
M
80
10
9010
011
012
013
014
015
016
017
060
N_AC_070902_1_1540101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E L
−M
Aircraft Classification Number -- Rigid PavementFIGURE 34
7-9-2Page 35
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
IC
AO
AE
RO
DR
OM
E D
ES
IGN
MA
NU
AL
PA
RT
3C
HA
PT
ER
1 S
EC
ON
D E
DIT
ION
198
3.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 3
7.5
% M
AC
.
152025303540455055
3540
4550
5560
6570
7580
AIR
CR
AF
T G
RO
SS
WE
IGH
T
46 x
17
R20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
4.4
bar
(209
psi
)
(x 1
000
kg)
(x 1
000
lb)
AIRCRAFT CLASSIFICATION NUMBER (ACN)
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m
(ULT
RA
LO
W)
A −
K =
150
MN
/m
(HIG
H)
B −
K =
80
MN
/m
(ME
DIU
M)
C −
K =
40
MN
/m
(LO
W)
A/C
CO
DE
N−
O
106080
9010
011
012
013
014
015
016
017
0
N_AC_070902_1_1550101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E N
−O
Aircraft Classification Number -- Rigid PavementFIGURE 35
7-9-2Page 36
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
IC
AO
AE
RO
DR
OM
E D
ES
IGN
MA
NU
AL
PA
RT
3C
HA
PT
ER
1 S
EC
ON
D E
DIT
ION
198
3.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 3
7.5
% M
AC
.
152025303540455055
3540
4550
5560
6570
7580
AIR
CR
AF
T G
RO
SS
WE
IGH
T
49 x
17−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
12
bar
(174
psi
) (x 1
000
kg)
(x 1
000
lb)
AIRCRAFT CLASSIFICATION NUMBER (ACN)
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m
(ULT
RA
LO
W)
A −
K =
150
MN
/m
(HIG
H)
B −
K =
80
MN
/m
(ME
DIU
M)
C −
K =
40
MN
/m
(LO
W)
A/C
CO
DE
N−
O
80
10
9010
011
012
013
014
015
016
017
060
N_AC_070902_1_1560101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E N
−O
Aircraft Classification Number -- Rigid PavementFIGURE 36
7-9-2Page 37
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
IC
AO
AE
RO
DR
OM
E D
ES
IGN
MA
NU
AL
PA
RT
3C
HA
PT
ER
1 S
EC
ON
D E
DIT
ION
198
3.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 3
7.5
% M
AC
.
152025303540455055
3540
4550
5560
6570
7580
AIR
CR
AF
T G
RO
SS
WE
IGH
T
1 27
0 x
455
R22
(49
x 1
8−22
) T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
12.
3 ba
r (1
78 p
si)
(x 1
000
kg)
(x 1
000
lb)
AIRCRAFT CLASSIFICATION NUMBER (ACN)
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m
(ULT
RA
LO
W)
A −
K =
150
MN
/m
(HIG
H)
B −
K =
80
MN
/m
(ME
DIU
M)
C −
K =
40
MN
/m
(LO
W)
A/C
CO
DE
N−
O
80
10
9010
011
012
013
014
015
016
017
060
N_AC_070902_1_1570101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E N
−O
Aircraft Classification Number -- Rigid PavementFIGURE 37
7-9-2Page 38
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
IC
AO
AE
RO
DR
OM
E D
ES
IGN
MA
NU
AL
PA
RT
3C
HA
PT
ER
1 S
EC
ON
D E
DIT
ION
198
3.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 3
7.5
% M
AC
.
152025303540455055
3540
4550
5560
6570
7580
AIR
CR
AF
T G
RO
SS
WE
IGH
T
49 x
19−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
10.
7 ba
r (1
55 p
si)
(x 1
000
kg)
(x 1
000
lb)
AIRCRAFT CLASSIFICATION NUMBER (ACN)
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m
(ULT
RA
LO
W)
A −
K =
150
MN
/m
(HIG
H)
B −
K =
80
MN
/m
(ME
DIU
M)
C −
K =
40
MN
/m
(LO
W)
A/C
CO
DE
N−
O
80
10
9010
011
012
013
014
015
016
017
060
N_AC_070902_1_1580101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E N
−O
Aircraft Classification Number -- Rigid PavementFIGURE 38
7-9-2Page 39
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
IC
AO
AE
RO
DR
OM
E D
ES
IGN
MA
NU
AL
PA
RT
3C
HA
PT
ER
1 S
EC
ON
D E
DIT
ION
198
3.
SE
E S
EC
TIO
N 7
−4−
1 F
IGU
RE
12
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 3
6.8
% M
AC
.
152025303540455055
3540
4550
5560
6570
7580
AIR
CR
AF
T G
RO
SS
WE
IGH
T
46 x
17
R20
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
4.4
bar
(209
psi
)
(x 1
000
kg)
(x 1
000
lb)
AIRCRAFT CLASSIFICATION NUMBER (ACN)
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m
(ULT
RA
LO
W)
A −
K =
150
MN
/m
(HIG
H)
B −
K =
80
MN
/m
(ME
DIU
M)
C −
K =
40
MN
/m
(LO
W)
A/C
CO
DE
P
80
10
9010
011
012
013
014
015
016
017
060
N_AC_070902_1_1590101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E P
Aircraft Classification Number -- Rigid PavementFIGURE 39
7-9-2Page 40
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
IC
AO
AE
RO
DR
OM
E D
ES
IGN
MA
NU
AL
PA
RT
3C
HA
PT
ER
1 S
EC
ON
D E
DIT
ION
198
3.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 3
6.8
% M
AC
.
152025303540455055
3540
4550
5560
6570
7580
AIR
CR
AF
T G
RO
SS
WE
IGH
T
49 x
17−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
12
bar
(174
psi
) (x 1
000
kg)
(x 1
000
lb)
AIRCRAFT CLASSIFICATION NUMBER (ACN)
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m
(ULT
RA
LO
W)
A −
K =
150
MN
/m
(HIG
H)
B −
K =
80
MN
/m
(ME
DIU
M)
C −
K =
40
MN
/m
(LO
W)
A/C
CO
DE
P
80
10
9010
011
012
013
014
015
016
017
060
N_AC_070902_1_1600101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E P
Aircraft Classification Number -- Rigid PavementFIGURE 40
7-9-2Page 41
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
IC
AO
AE
RO
DR
OM
E D
ES
IGN
MA
NU
AL
PA
RT
3C
HA
PT
ER
1 S
EC
ON
D E
DIT
ION
198
3.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 3
6.8
% M
AC
.
152025303540455055
3540
4550
5560
6570
7580
AIR
CR
AF
T G
RO
SS
WE
IGH
T
1 27
0 x
455
R22
(49
x 1
8−22
) T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
12.
3 ba
r (1
78 p
si)
(x 1
000
kg)
(x 1
000
lb)
AIRCRAFT CLASSIFICATION NUMBER (ACN)
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m
(ULT
RA
LO
W)
A −
K =
150
MN
/m
(HIG
H)
B −
K =
80
MN
/m
(ME
DIU
M)
C −
K =
40
MN
/m
(LO
W)
A/C
CO
DE
P
80
10
9010
011
012
013
014
015
016
017
060
N_AC_070902_1_1610101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E P
Aircraft Classification Number -- Rigid PavementFIGURE 41
7-9-2Page 42
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
IC
AO
AE
RO
DR
OM
E D
ES
IGN
MA
NU
AL
PA
RT
3C
HA
PT
ER
1 S
EC
ON
D E
DIT
ION
198
3.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 3
6.8
% M
AC
.
152025303540455055
3540
4550
5560
6570
7580
AIR
CR
AF
T G
RO
SS
WE
IGH
T
49 x
19−
20 T
IRE
ST
IRE
PR
ES
SU
RE
CO
NS
TA
NT
AT
10.
7 ba
r (1
55 p
si)
(x 1
000
kg)
(x 1
000
lb)
AIRCRAFT CLASSIFICATION NUMBER (ACN)
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m
(ULT
RA
LO
W)
A −
K =
150
MN
/m
(HIG
H)
B −
K =
80
MN
/m
(ME
DIU
M)
C −
K =
40
MN
/m
(LO
W)
A/C
CO
DE
P
80
10
9010
011
012
013
014
015
016
017
060
N_AC_070902_1_1620101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E P
Aircraft Classification Number -- Rigid PavementFIGURE 42
7-9-2Page 43
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-200
AC
N W
AS
DE
TE
RM
INE
D A
S R
EF
ER
EN
CE
D IN
IC
AO
AE
RO
DR
OM
E D
ES
IGN
MA
NU
AL
PA
RT
3C
HA
PT
ER
1 S
EC
ON
D E
DIT
ION
198
3.
SE
E S
EC
TIO
N 7
−4−
1 LA
ND
ING
GE
AR
LO
AD
ING
CG
US
ED
FO
R A
CN
CA
LCU
LAT
ION
S: 4
0 %
MA
C.
15202530
3540
4550
5560
6570
7580
AIR
CR
AF
T G
RO
SS
WE
IGH
T
915
x 30
0 R
16 (
36 x
11−
16)
TIR
ES
TIR
E P
RE
SS
UR
E C
ON
ST
AN
T A
T 1
2.2
bar
(177
psi
)
(x 1
000
kg)
(x 1
000
lb)
AIRCRAFT CLASSIFICATION NUMBER (ACN)
80
10
9010
011
012
013
014
015
016
017
0
SU
BG
RA
DE
ST
RE
NG
TH
D −
K =
20
MN
/m
(ULT
RA
LO
W)
A −
K =
150
MN
/m
(HIG
H)
B −
K =
80
MN
/m
(ME
DIU
M)
C −
K =
40
MN
/m
(LO
W)
A/C
CO
DE
TT
5 0
N_AC_070902_1_1630101_01_00
ON
PA
VE
ME
NT
− A
/C C
OD
E T
T
Aircraft Classification Number -- Rigid PavementFIGURE 43
7-9-2Page 44
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
DERIVATIVE AIRPLANES
8-1-0 Possible Future Derivative Airplane
**ON A/C A320-100 A320-200
Possible Future Derivative Airplane
1. General
Derivative versions of the A320 are planned. All product line airplanes are studied for possible sizechanges that might be required for fulfilling future airline needs. History has proved that derivativeairplanes of a given model can encompass both increases and decreases in linear dimensions andweight.
8-1-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
SCALED DRAWINGS
9-1-0 Scaled Drawings
**ON A/C A320-100 A320-200
Scaled Drawings
1. This section gives scaled drawings of the aircraft.
9-1-0Page 1
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
WHEN PRINTING, MAKE SURE TO ADJUST FOR PROPER SCALING.NOTE:
N_AC_090100_1_0050101_01_03
0 10 20 30 40 50FEET
0 5 10 15METERS
010
2030
4050
FE
ET
05
1015
ME
TE
RS
C
XXH²O
NLG
PMLG MLG
F1
E
X
C
X
A
F2F2
F1
H²O
L
AIR CONDITIONINGA
CARGO COMPT DOORC
ELECTRICAL
LAVATORY
MAIN LANDING GEARMLG
PNEUMATICP
PASSENGER/CREW DOORX
E
L
FUEL (COUPLING)F1 NOSE LANDING GEARNLG
LEGEND:
FUEL (GRAVITY)
POTABLE WATER
F2
H²O
Scaled DrawingFIGURE 1
9-1-0Page 2
May 01/11
@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING
**ON A/C A320-100 A320-200
WHEN PRINTING, MAKE SURE TO ADJUST FOR PROPER SCALING.NOTE:
0 10 20 30 40 50FEET
0 5 10 15METERS
010
2030
4050
FE
ET
05
1015
ME
TE
RS
N_AC_090100_1_0060101_01_03
Scaled DrawingFIGURE 2
9-1-0Page 3
May 01/11