Airbus a320 airplane characteristics for airport planning

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@AIRBUS A320 AIRPLANE CHARACTERISTICS FOR 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 may information 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 of the copyright. Requests for reproduction of any data in this document and the media authorized for it must be addressed to Airbus. © AIRBUS S.A.S. 2005. All rights reserved. AIRBUS S.A.S. Customer Services Technical Data Support and Services 31707 Blagnac Cedex FRANCE Issue: Sep 30/85 Rev: May 01/11

Transcript of Airbus a320 airplane characteristics for airport planning

Page 1: 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

Page 2: Airbus a320 airplane characteristics for airport planning

@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

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

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

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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

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FIGURE Landing Gear Loading onPavement - Landing Gear Loading onPavement

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FIGURE Landing Gear Loading onPavement - Landing Gear Loading onPavement

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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

N ILLUSTRATION ADDED

FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements

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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements

N ILLUSTRATION ADDED

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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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 Requirements- Flexible Pavement Requirements

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FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements

N ILLUSTRATION ADDED

FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements

N ILLUSTRATION ADDED

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

N ILLUSTRATION ADDED

FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements

N ILLUSTRATION ADDED

FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements

N ILLUSTRATION ADDED

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

N ILLUSTRATION ADDED

FIGURE Flexible Pavement Requirements- Flexible Pavement Requirements

N ILLUSTRATION ADDED

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

N ILLUSTRATION ADDED

FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion

N ILLUSTRATION ADDED

FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion

N ILLUSTRATION ADDED

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LOCATIONS CHGCODE

DESCRIPTIONS OF CHANGE

FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion

N ILLUSTRATION ADDED

FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion

N ILLUSTRATION ADDED

FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion

N ILLUSTRATION ADDED

FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion

N ILLUSTRATION ADDED

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

N ILLUSTRATION ADDED

FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion

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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion

N ILLUSTRATION ADDED

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

N ILLUSTRATION ADDED

FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion

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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion

N ILLUSTRATION ADDED

FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion

N ILLUSTRATION ADDED

FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion

N ILLUSTRATION ADDED

FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion

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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion

N ILLUSTRATION ADDED

FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion

N ILLUSTRATION ADDED

FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion

N ILLUSTRATION ADDED

FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion

N ILLUSTRATION ADDED

FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion

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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion

N ILLUSTRATION ADDED

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LOCATIONS CHGCODE

DESCRIPTIONS OF CHANGE

FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion

N ILLUSTRATION ADDED

FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion

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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion

N ILLUSTRATION ADDED

FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion

N ILLUSTRATION ADDED

FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion

N ILLUSTRATION ADDED

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

N ILLUSTRATION ADDED

FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion

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FIGURE Flexible Pavement Requirements- LCN Conversion - Flexible PavementRequirements - LCN Conversion

N ILLUSTRATION ADDED

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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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

N ILLUSTRATION ADDED

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)

N ILLUSTRATION ADDED

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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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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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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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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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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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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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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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

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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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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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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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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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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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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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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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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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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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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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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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

L.E.C.Page 29

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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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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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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

1-1-0Page 1

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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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- 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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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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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

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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

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**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

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**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

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**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

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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.

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**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

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**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

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@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

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2-4-1 Passenger Compartment Layout

**ON A/C A320-100 A320-200

Typical Configuration

1. This section gives the typical interior configuration.

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**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

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**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

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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

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**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

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**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

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**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

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**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

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2-6-0 Cargo Compartments

**ON A/C A320-100 A320-200

Cargo Compartments

1. This section gives the cargo compartments location and dimensions.

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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.

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**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

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**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

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2-7-0 Door Clearances

**ON A/C A320-100 A320-200

Doors Clearances

1. This section gives doors clearances.

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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

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**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

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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

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**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

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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

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**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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

Page 112: Airbus a320 airplane characteristics for airport planning

@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

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@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

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@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

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@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

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@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

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@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

Page 118: Airbus a320 airplane characteristics for airport planning

@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

Page 119: Airbus a320 airplane characteristics for airport planning

@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

Page 120: Airbus a320 airplane characteristics for airport planning

@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

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@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

Page 122: Airbus a320 airplane characteristics for airport planning

@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

Page 123: Airbus a320 airplane characteristics for airport planning

@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

Page 124: Airbus a320 airplane characteristics for airport planning

@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

Page 125: Airbus a320 airplane characteristics for airport planning

@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

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@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

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@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

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3-5-0 Final Approach Speed

**ON A/C A320-100 A320-200

Final Approach Speed

1. This section gives the final approach speed.

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**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

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**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

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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.

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4-2-0 Turning Radii

**ON A/C A320-100 A320-200

Turning Radii

1. This section gives the turning radii.

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**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

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**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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4-3-0 Minimum Turning Radii

**ON A/C A320-100 A320-200

Minimum Turning Radii

1. This section gives the minimum turning radii.

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**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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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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**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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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.

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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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**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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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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**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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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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**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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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).

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**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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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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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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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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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).

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**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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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).

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**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

5-1-3Page 2

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**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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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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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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**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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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.

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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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**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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5-4-0 Ground Service Connections

**ON A/C A320-100 A320-200

Ground Service Connections

1. Ground Service Connections.

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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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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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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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(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

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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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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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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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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).

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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

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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

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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

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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

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108VU

A

N_AC_050404_1_0010101_01_01

A

121AL

Ground Service ConnectionsExternal Power Receptacles

FIGURE 1

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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.

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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)

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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

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RIB15

RIB14

A

41QM

40QM

LEADINGEDGE

WING FRONTSPAR

A

N_AC_050406_1_0020101_01_00

Ground Service ConnectionsRefuel/Defuel Couplings

FIGURE 2

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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

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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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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)

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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).

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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

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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

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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.

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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)

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- APU type 131-9: 6.25 l (1.65 US gal)

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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

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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

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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

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**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

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**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

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**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

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**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

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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).

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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

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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

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@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

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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

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**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

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@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

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**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

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**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

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@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

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**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

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@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

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@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

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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

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@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

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@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

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@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

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@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

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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

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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

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@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

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@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

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**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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

Page 233: Airbus a320 airplane characteristics for airport planning

@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

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@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

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Page 235: Airbus a320 airplane characteristics for airport planning

@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

Page 236: Airbus a320 airplane characteristics for airport planning

@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

Page 244: Airbus a320 airplane characteristics for airport planning

@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

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**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

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6-3-0 Danger Areas of Engines

**ON A/C A320-100 A320-200

Danger Areas of Engines

1. Danger Areas of the Engines.

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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.

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**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

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**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

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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.

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**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

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**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

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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.

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6-4-1 APU

**ON A/C A320-100 A320-200

APU - APIC & GARRETT

1. This section gives APU exhaust velocities and temperatures.

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**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

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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.

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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.

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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)

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**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

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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.

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**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

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**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

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**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

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**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

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@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

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@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

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**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

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**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

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**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

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**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

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**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

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**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

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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.

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**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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

Page 283: Airbus a320 airplane characteristics for airport planning

@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

Page 284: Airbus a320 airplane characteristics for airport planning

@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

Page 285: Airbus a320 airplane characteristics for airport planning

@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

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**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

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**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

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**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

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**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

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**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

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**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

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**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

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**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

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**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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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**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

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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

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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

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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

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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

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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

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**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

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10 15 20 30 40 60 80 100 120 150 180

[INCHES]

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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

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10 15 20 30 40 60 80 100 120 150 180

[INCHES]

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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

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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

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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

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10 15 20 30 40 60 80 100 120 150 180

[INCHES]

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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

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10 15 20 30 40 60 80 100 120 150 180

[INCHES]

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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

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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

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**ON A/C A320-200

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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

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@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

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@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

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**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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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**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

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@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

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**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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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Page 351: Airbus a320 airplane characteristics for airport planning

@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

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Page 352: Airbus a320 airplane characteristics for airport planning

@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

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Page 353: Airbus a320 airplane characteristics for airport planning

@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

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May 01/11

Page 354: Airbus a320 airplane characteristics for airport planning

@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

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May 01/11

Page 355: Airbus a320 airplane characteristics for airport planning

@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

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May 01/11

Page 356: Airbus a320 airplane characteristics for airport planning

@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

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Page 357: Airbus a320 airplane characteristics for airport planning

@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

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May 01/11

Page 358: Airbus a320 airplane characteristics for airport planning

@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

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May 01/11

Page 359: Airbus a320 airplane characteristics for airport planning

@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

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May 01/11

Page 360: Airbus a320 airplane characteristics for airport planning

@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

Page 361: Airbus a320 airplane characteristics for airport planning

@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

Page 362: Airbus a320 airplane characteristics for airport planning

@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

Page 363: Airbus a320 airplane characteristics for airport planning

@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

Page 364: Airbus a320 airplane characteristics for airport planning

@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

Page 365: Airbus a320 airplane characteristics for airport planning

@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

Page 366: Airbus a320 airplane characteristics for airport planning

@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

Page 367: Airbus a320 airplane characteristics for airport planning

@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

Page 368: Airbus a320 airplane characteristics for airport planning

@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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May 01/11

Page 381: Airbus a320 airplane characteristics for airport planning

@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

Page 382: Airbus a320 airplane characteristics for airport planning

@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

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May 01/11

Page 383: Airbus a320 airplane characteristics for airport planning

@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

Page 384: Airbus a320 airplane characteristics for airport planning

@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

Page 385: Airbus a320 airplane characteristics for airport planning

@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

Page 386: Airbus a320 airplane characteristics for airport planning

@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

Page 387: Airbus a320 airplane characteristics for airport planning

@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

Page 388: Airbus a320 airplane characteristics for airport planning

@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

Page 389: Airbus a320 airplane characteristics for airport planning

@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

Page 390: Airbus a320 airplane characteristics for airport planning

@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

Page 391: Airbus a320 airplane characteristics for airport planning

@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

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@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

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@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

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@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

Page 395: Airbus a320 airplane characteristics for airport planning

@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

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@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

Page 397: Airbus a320 airplane characteristics for airport planning

@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

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Page 398: Airbus a320 airplane characteristics for airport planning

@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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**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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

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@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

Page 433: Airbus a320 airplane characteristics for airport planning

@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

Page 434: Airbus a320 airplane characteristics for airport planning

@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

Page 435: Airbus a320 airplane characteristics for airport planning

@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

Page 436: Airbus a320 airplane characteristics for airport planning

@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

Page 437: Airbus a320 airplane characteristics for airport planning

@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

Page 438: Airbus a320 airplane characteristics for airport planning

@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

Page 439: Airbus a320 airplane characteristics for airport planning

@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

Page 440: Airbus a320 airplane characteristics for airport planning

@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

Page 441: Airbus a320 airplane characteristics for airport planning

@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

Page 442: Airbus a320 airplane characteristics for airport planning

@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

Page 443: Airbus a320 airplane characteristics for airport planning

@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

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@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

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ELA

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TIF

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@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

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@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

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ELA

TIV

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TIF

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@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

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Rigid Pavement Requirements - LCN ConversionFIGURE 14

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@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

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Rigid Pavement Requirements - LCN ConversionFIGURE 15

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Page 449: Airbus a320 airplane characteristics for airport planning

@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

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Rigid Pavement Requirements - LCN ConversionFIGURE 16

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Page 450: Airbus a320 airplane characteristics for airport planning

@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

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ES

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HE

S]

Rigid Pavement Requirements - LCN ConversionFIGURE 17

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May 01/11

Page 451: Airbus a320 airplane characteristics for airport planning

@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

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HE

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Rigid Pavement Requirements - LCN ConversionFIGURE 18

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May 01/11

Page 452: Airbus a320 airplane characteristics for airport planning

@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

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Rigid Pavement Requirements - LCN ConversionFIGURE 19

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@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

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NO

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49 x

18−

22)

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6050

4030

20

EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]

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EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]

10203040506080

9080

7060

5040

2003076

250

8

FLE

XIB

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EN

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NO

TE

:EQ

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4030

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EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]

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EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]

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2003076

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7060

01020304050607080

EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]

RA

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N_AC_070802_1_0900101_01_00

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2030

4050

100

9080

7060

01020304050607080

6090

5040

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N_AC_070802_1_0910101_01_00

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2030

4050

100

9080

7060

01020304050607080

6090

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1005101520253035

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01020304050607080

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4050

100

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7060

01020304050607080

EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]

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N_AC_070802_1_0940101_01_00

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100

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01020304050607080

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5040

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49 x

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(6

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(5

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2030

4050

100

9080

7060

01020304050607080

6090

5040

3020

1005101520253035

1270

x 4

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49 x

18−

22)

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2030

4050

100

9080

7060

01020304050607080

6080

5040

3020

1005101520253035

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EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]

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6 55

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6 15

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5 12

5 lb

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000

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3 07

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6 15

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01020304050607080

EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]

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01020304050607080

EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]

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01020304050607080

EQUIVALENT SINGLE WHEEL LOAD [1 000 lb]

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EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]

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@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

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RIV

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AO

AE

RO

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TIF

FN

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S (

mm

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A/C

CO

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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

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MA

IN L

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DIN

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kg

(8

0 25

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000

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(6

6 15

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(5

5 12

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000

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(4

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N_AC_070802_1_1070101_01_00

Rigid Pavement Requirements - LCN ConversionFIGURE 40

7-8-2Page 41

May 01/11

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@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

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S]

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UIV

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NT

SIN

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WH

EE

L LO

AD

S A

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RIV

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BY

ME

TH

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mm

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3020

1005101520253035

1 27

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455

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x 1

8−22

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PR

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SU

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CO

NS

TA

NT

AT

12.

3 ba

r (1

78 p

si)

LOA

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SIF

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LCN

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EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]

WE

IGH

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AN

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400

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(8

0 25

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000

kg

(6

6 15

0 lb

)25

000

kg

(5

5 12

5 lb

)20

000

kg

(4

4 10

0 lb

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000

kg

(3

3 07

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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

Page 475: Airbus a320 airplane characteristics for airport planning

@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

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S [I

NC

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S]

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(8

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(6

6 15

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)25

000

kg

(5

5 12

5 lb

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000

kg

(4

4 10

0 lb

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000

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(3

3 07

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Rigid Pavement Requirements - LCN ConversionFIGURE 42

7-8-2Page 43

May 01/11

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@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

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S S

HO

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61

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x 30

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ES

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SS

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ST

AN

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(177

psi

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D C

LAS

SIF

ICA

TIO

N N

UM

BE

R (

LCN

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EQUIVALENT SINGLE WHEEL LOAD [1 000 kg]

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ON

ON

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LA

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GE

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00 k

g

(76

500

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(66

150

lb)

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(55

125

lb)

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(44

100

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(33

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N_AC_070802_1_1100101_01_00

Rigid Pavement Requirements - LCN ConversionFIGURE 43

7-8-2Page 44

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@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

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@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

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Page 479: Airbus a320 airplane characteristics for airport planning

@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

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@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

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@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

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Page 482: Airbus a320 airplane characteristics for airport planning

@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING

**ON A/C A320-100

AC

N W

AS

DE

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RM

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D A

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TIR

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RE

SS

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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

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Aircraft Classification Number -- Flexible PavementFIGURE 1

7-9-1Page 2

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Page 483: Airbus a320 airplane characteristics for airport planning

@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING

**ON A/C A320-100

AC

N W

AS

DE

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D A

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45 35 30 25 20 15 1035

AIRCRAFT CLASSIFICATION NUMBER (ACN)

AIR

CR

AF

T G

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(x 1

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(x 1

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405080

9010

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6065

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D −

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3 (U

LTR

A L

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= 0

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N_AC_070901_1_0810101_01_00

ON

PA

VE

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− A

/C C

OD

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Aircraft Classification Number -- Flexible PavementFIGURE 2

7-9-1Page 3

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@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

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49 x

19−

20 T

IRE

ST

IRE

PR

ES

SU

RE

CO

NS

TA

NT

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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

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(x 1

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405080

9010

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N_AC_070901_1_0820101_01_00

ON

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Aircraft Classification Number -- Flexible PavementFIGURE 3

7-9-1Page 4

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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING

**ON A/C A320-100

AC

N W

AS

DE

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D A

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D IN

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7−

4−1

LAN

DIN

G G

EA

R L

OA

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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

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− C

BR

10

(ME

DIU

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A −

CB

R 1

5 (H

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D −

CB

R

3 (U

LTR

A L

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UB

GR

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TR

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GT

H

A/C

CO

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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

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@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

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AC

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7−

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LAN

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G G

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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

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− C

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10

(ME

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A −

CB

R 1

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D −

CB

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LTR

A L

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GR

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TR

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FA

CT

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= 0

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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

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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING

**ON A/C A320-100

AC

N W

AS

DE

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RM

INE

D A

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D IN

ICA

O A

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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

Page 488: Airbus a320 airplane characteristics for airport planning

@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

Page 489: Airbus a320 airplane characteristics for airport planning

@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

Page 490: Airbus a320 airplane characteristics for airport planning

@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

Page 491: Airbus a320 airplane characteristics for airport planning

@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

Page 492: Airbus a320 airplane characteristics for airport planning

@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

Page 493: Airbus a320 airplane characteristics for airport planning

@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

Page 494: Airbus a320 airplane characteristics for airport planning

@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

Page 495: Airbus a320 airplane characteristics for airport planning

@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

Page 496: Airbus a320 airplane characteristics for airport planning

@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

Page 497: Airbus a320 airplane characteristics for airport planning

@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

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May 01/11

Page 498: Airbus a320 airplane characteristics for airport planning

@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

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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

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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

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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING

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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

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@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

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@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

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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING

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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

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@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

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@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

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@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

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@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

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@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

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@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

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D IN

ICA

O A

ER

OD

RO

ME

DE

SIG

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SE

CO

ND

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ITIO

N 1

983.

CG

US

ED

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R A

CN

CA

LCU

LAT

ION

S: 4

0 %

MA

C.

SE

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EC

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N 7

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1 LA

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GE

AR

LO

AD

ING

1 27

0 x

455

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(49

x 1

8−22

) T

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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

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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

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SIG

N M

AN

UA

L P

AR

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AP

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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

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GE

AR

LO

AD

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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

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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

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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

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ME

DE

SIG

N M

AN

UA

L P

AR

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CH

AP

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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

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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

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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

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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

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**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

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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

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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

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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

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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

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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

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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

Page 522: Airbus a320 airplane characteristics for airport planning

@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

Page 523: Airbus a320 airplane characteristics for airport planning

@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

Page 524: Airbus a320 airplane characteristics for airport planning

@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

Page 525: Airbus a320 airplane characteristics for airport planning

@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

Page 526: Airbus a320 airplane characteristics for airport planning

@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

Page 527: Airbus a320 airplane characteristics for airport planning

@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

Page 528: Airbus a320 airplane characteristics for airport planning

@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

Page 529: Airbus a320 airplane characteristics for airport planning

@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

Page 530: Airbus a320 airplane characteristics for airport planning

@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

Page 531: Airbus a320 airplane characteristics for airport planning

@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

Page 532: Airbus a320 airplane characteristics for airport planning

@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

Page 533: Airbus a320 airplane characteristics for airport planning

@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

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RM

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D A

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EF

ER

EN

CE

D IN

ICA

O A

ER

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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

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D A

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EF

ER

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CE

D IN

ICA

O A

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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

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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING

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AC

N W

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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

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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING

**ON A/C A320-200

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N W

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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

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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING

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AC

N W

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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

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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING

**ON A/C A320-200

AC

N W

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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

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@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

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@A320AIRPLANE CHARACTERISTICS FOR AIRPORT PLANNING

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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

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@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

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@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

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@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

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@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

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@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

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@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

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Page 548: Airbus a320 airplane characteristics for airport planning

@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

Page 549: Airbus a320 airplane characteristics for airport planning

@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

Page 550: Airbus a320 airplane characteristics for airport planning

@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

Page 551: Airbus a320 airplane characteristics for airport planning

@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

Page 552: Airbus a320 airplane characteristics for airport planning

@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

Page 553: Airbus a320 airplane characteristics for airport planning

@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

Page 554: Airbus a320 airplane characteristics for airport planning

@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

Page 555: Airbus a320 airplane characteristics for airport planning

@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

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@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

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@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

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@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

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Page 559: Airbus a320 airplane characteristics for airport planning

@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

Page 560: Airbus a320 airplane characteristics for airport planning

@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

Page 561: Airbus a320 airplane characteristics for airport planning

@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

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May 01/11

Page 562: Airbus a320 airplane characteristics for airport planning

@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

Page 563: Airbus a320 airplane characteristics for airport planning

@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

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@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

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May 01/11

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@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

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@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

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@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

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@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

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@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

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@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.

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@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

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Page 572: Airbus a320 airplane characteristics for airport planning

@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