tipuri avioanasi grosimi straturi-canada.pdf
TRANSCRIPT
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Aircraft Load Ratings
forA300-B, B2
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 4
Main Gear Type: Dual Tandem Gear Wheel Spacing (mm):Dual = 889 Tandem = 1397
Load on One Main Gear Leg (%): 47.5 Tire Pressure (MPa): 1.16 (168 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 18.54, 4.80 3) 18.54, -4.80
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
1353 10.2 10.2 10.1 10.0 9.6 9.9 9.9 9.7 9.4
840 7.9 7.8 7.6 7.6 ---- 7.8 7.6 7.3 7.0
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)High
A15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
1353 39 44 54 69 35 43 51 58
840 21 23 27 36 19 22 26 31
Revised: February 23, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA300-B, B2
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.5
1.16
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
1397 mm
889
mm
30 50 70 90 110 130
400 800 1200 1600 2000 2400
2.00 1.50 1.25 1.00
Overload Ratio
825
9501075
1225
1353
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA300-B, B2
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.5
1.16
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
1397 mm
889
mm
10 30 50 70 90 110 130 150
140 170 200 230 260 290 320 350
135312251075950825Operating Weight (kN)
Overload Ratio
1.00(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA300-B4-200 (Opt. Bogie)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.0
1.16
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
1524 mm
978
mm
30 50 70 90 110 130
400 800 1200 1600 2000 2400
2.00 1.50 1.25 1.00
Overload Ratio
1225
1325
1425
1525
1627
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA300-B4-200 (Opt. Bogie)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.0
1.16
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
1524 mm
978
mm
10 30 50 70 90 110 130 150
150 180 210 240 270 300 330 360
16271525142513251225
Operating Weight (kN)
Overload Ratio
1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratings
forA300-B4-200
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 4
Main Gear Type: Dual Tandem Gear Wheel Spacing (mm):Dual = 902 Tandem = 1397
Load on One Main Gear Leg (%): 46.97 Tire Pressure (MPa): 1.28 (186 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 18.54, 4.80 3) 18.54, -4.80
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
1627 11.0 11.0 10.9 10.9 10.7 10.7 10.7 10.7 10.4
1236 9.6 9.6 9.5 9.4 9.5 9.5 9.5 9.3 9.0
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)High
A15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
1627 50 56 69 86 46 56 66 75
1236 35 38 46 60 32 38 45 51
Revised: March 3, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA300-B4-200
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.0
1.28
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
1397 mm
902
mm
30 50 70 90 110 130 150
400 800 1200 1600 2000 2400 2800
2.00 1.50 1.25 1.00Overload Ratio
12251325
1425
1525
1627
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA300-B4-200
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.0
1.28
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
1397 mm
902
mm
10 30 50 70 90 110 130 150
150 190 230 270 310 350 390 430
16271525142513251225
Operating Weight (kN)
Overload Ratio1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratingsfor
A300-B4-600R(Optional Bogie)
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 4
Main Gear Type: Dual Tandem Gear Wheel Spacing (mm):Dual = 978 Tandem = 1524
Load on One Main Gear Leg (%): 47.5 Tire Pressure (MPa): 1.21 (176 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 18.54, 4.8 3) 18.54, -4.8
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
1693 11.0 11.0 10.9 10.8 10.6 10.7 10.7 10.5 10.3
1275 9.6 9.6 9.4 9.3 9.5 9.4 9.3 9.1 8.8
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN) HighA15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
1693 50 56 69 88 44 54 64 74
1275 35 38 45 60 30 36 43 50
Revised: February 23, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA300-B4-600R (Opt. Bogie)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.5
1.21
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
1524 mm
978
mm
30 50 70 90 110 130 150
400 800 1200 1600 2000 2400 2800
2.00 1.50 1.25 1.00Overload Ratio
12751375
1475
1575
1693
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA300-B4-600R (Opt. Bogie)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.5
1.21
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
1524 mm
978
mm
10 30 50 70 90 110 130 150
150 190 230 270 310 350 390 430
16931575147513751275
Operating Weight (kN)
Overload Ratio
1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratings
forA300-B4-600R
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 4
Main Gear Type: Dual Tandem Gear Wheel Spacing (mm):Dual = 902 Tandem = 1397
Load on One Main Gear Leg (%): 47.5 Tire Pressure (MPa): 1.35 (196 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 18.54, 4.8 3) 18.54, -4.8
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
1693 11.2 11.2 11.1 11.2 11.1 11.0 11.0 11.0 10.8
1275 9.8 9.8 9.7 9.7 9.7 9.8 9.7 9.6 9.3
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)High
A15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
1693 54 61 74 92 51 61 71 80
1275 37 41 49 64 34 41 48 55
Revised: February 23, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA300-B4-600R
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.5
1.35
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
1397 mm
902
mm
30 70 110 150 190
400 800 1200 1600 2000
2.00 1.50 1.25 1.00
Overload Ratio
1275
1375
1475
1575
1693
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA300-B4-600R
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.5
1.35
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
1397 mm
902
mm
10 30 50 70 90 110 130 150
160 200 240 280 320 360 400 440
16931575147513751275
Operating Weight (kN)
Overload Ratio1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratings
forA300-C4
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 4
Main Gear Type: Dual Tandem Gear Wheel Spacing (mm):Dual = 950 Tandem = 1460
Load on One Main Gear Leg (%): 47.3 Tire Pressure (MPa): 1.24 (180 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 18.54, 4.80 3) 18.54, -4.80
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
1627 10.9 10.9 10.8 10.7 10.5 10.6 10.6 10.5 10.2
1216 9.4 9.4 9.3 9.1 9.4 9.3 9.2 9.0 8.7
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)High
A15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
1627 48 55 67 85 44 53 63 72
1216 33 36 43 57 30 35 42 48
Revised: February 23, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA300-C4
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.3
1.24
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
1460 mm
950
mm
30 50 70 90 110 130 150
400 800 1200 1600 2000 2400 2800
2.00 1.50 1.25 1.00Overload Ratio
12001300
1400
1500
1627
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA300-C4
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.3
1.24
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
1460 mm
950
mm
10 30 50 70 90 110 130 150
150 190 230 270 310 350 390 430
16271500140013001200
Operating Weight (kN)
Overload Ratio
1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratings
forA310-200, 200C
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 4
Main Gear Type: Dual Tandem Gear Wheel Spacing (mm):Dual = 927 Tandem = 1397
Load on One Main Gear Leg (%): 46.6 Tire Pressure (MPa): 1.46 (212 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 15.22, 4.80 3) 15.22, -4.80
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
1509 10.4 10.4 10.4 10.4 10.3 10.4 10.4 10.3 10.1
800 7.7 7.2 7.4 7.7 ---- 7.6 7.4 7.2 7.0
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)High
A15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
1509 45 50 61 77 43 51 59 67
800 20 21 24 32 19 21 25 29
Revised: February 23, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA310-200, 200C
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
46.6
1.46
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
1397 mm
927
mm
30 70 110 150 190
400 800 1200 1600 2000
2.00 1.50 1.25 1.00
Overload Ratio
800
975
11501325
1509
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA310-200, 200C
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
46.6
1.46
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
1397 mm
927
mm
10 30 50 70 90 110 130 150
150 180 210 240 270 300 330 360
150913251150975800Operating Weight (kN)
Overload Ratio
1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratingsfor
A310-300(Configuration 1)
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 4
Main Gear Type: Dual Tandem Gear Wheel Spacing (mm):Dual = 902 Tandem = 1397
Load on One Main Gear Leg (%): 47.23 Tire Pressure (MPa): 1.19 (173 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 15.22, 4.80 3) 15.22, -4.80
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
1480 10.6 10.6 10.5 10.4 10.1 10.3 10.3 10.1 9.9
1108 9.2 9.2 9.0 8.8 9.1 9.0 8.9 8.7 8.3
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN) HighA15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
1480 44 49 61 77 40 48 57 65
1108 30 33 39 52 27 32 38 44
Revised: February 23, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA310-300 (Configuration 1)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.2
1.19
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
1397 mm
902
mm
30 50 70 90 110 130
400 800 1200 1600 2000 2400
2.00 1.50 1.25 1.00Overload Ratio
1100
1200
1275
1375
1480
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA310-300 (Configuration 1)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.2
1.19
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
1397 mm
902
mm
10 30 50 70 90 110 130 150
140 170 200 230 260 290 320 350
14801375127512001100
Operating Weight (kN)
Overload Ratio
1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratingsfor
A310-300(Configuration 2)
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 4
Main Gear Type: Dual Tandem Gear Wheel Spacing (mm):Dual = 902 Tandem = 1397
Load on One Main Gear Leg (%): 47.3 Tire Pressure (MPa): 1.48 (215 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 15.22, 4.80 3) 15.22, -4.80
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
1549 10.7 10.7 10.6 10.7 10.6 10.6 10.7 10.6 10.4
1118 9.5 8.9 8.9 9.0 9.5 9.2 9.1 9.0 8.7
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN) HighA15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
1549 48 54 65 82 46 55 64 72
1118 31 34 40 53 30 35 41 47
Revised: February 23, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA310-300 (Configuration 2)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.3
1.48
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
1397 mm
902
mm
30 50 70 90 110 130 150
400 800 1200 1600 2000 2400 2800
2.00 1.50 1.25 1.00Overload Ratio
11001225
1325
1425
1549
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA310-300 (Configuration 2)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.3
1.48
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
1397 mm
902
mm
10 30 50 70 90 110 130 150
160 190 220 250 280 310 340 370
15491425132512251100
Operating Weight (kN)
Overload Ratio
1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratingsfor
A310-300(Configuration 3)
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 4
Main Gear Type: Dual Tandem Gear Wheel Spacing (mm):Dual = 902 Tandem = 1397
Load on One Main Gear Leg (%): 47.3 Tire Pressure (MPa): 1.29 (187 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 15.22, 4.80 3) 15.22, -4.80
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
1617 11.0 11.0 10.9 10.9 10.7 10.7 10.8 10.7 10.5
1118 9.3 9.1 9.0 8.9 9.3 9.1 9.0 8.8 8.5
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN) HighA15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
1617 50 57 69 86 47 56 66 75
1118 31 34 40 53 28 33 39 45
Revised: February 23, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA310-300 (Configuration 3)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.3
1.29
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
1397 mm
902
mm
30 50 70 90 110 130 150
400 800 1200 1600 2000 2400 2800
2.00 1.50 1.25 1.00Overload Ratio
11001225
1350
1475
1617
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA310-300 (Configuration 3)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.3
1.29
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
1397 mm
902
mm
10 30 50 70 90 110 130 150
160 200 240 280 320 360 400 440
16171475135012251100
Operating Weight (kN)
Overload Ratio
1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratings
forA310-322 SR, BB
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 4
Main Gear Type: Dual Tandem Gear Wheel Spacing (mm):Dual = 927 Tandem = 1397
Load on One Main Gear Leg (%): 46.6 Tire Pressure (MPa): 1.45 (210 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 15.22, 4.80 3) 15.22, -4.80
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
1500 10.4 10.4 10.3 10.4 10.3 10.4 10.4 10.3 10.1
1064 9.3 8.5 8.6 8.6 9.3 8.9 8.8 8.6 8.3
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)High
A15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
1500 44 49 60 77 42 50 59 67
1064 29 31 36 48 27 31 37 42
Revised: February 24, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA310-322 SR, BB
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
46.6
1.45
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
1397 mm
927
mm
30 70 110 150 190
400 800 1200 1600 2000
2.00 1.50 1.25 1.00
Overload Ratio
1050
1150
12751375
1500
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA310-322 SR, BB
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
46.6
1.45
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
1397 mm
927
mm
10 30 50 70 90 110 130 150
150 180 210 240 270 300 330 360
15001375127511501050
Operating Weight (kN)
Overload Ratio
1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratings
forA310-324
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 4
Main Gear Type: Dual Tandem Gear Wheel Spacing (mm):Dual = 927 Tandem = 1397
Load on One Main Gear Leg (%): 46.6 Tire Pressure (MPa): 1.24 (180 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 15.22, 4.80 3) 15.22, -4.80
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
1540 10.6 10.6 10.5 10.5 10.2 10.4 10.4 10.3 10.0
800 7.6 7.2 7.2 7.6 ---- 7.5 7.3 6.9 6.7
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)High
A15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
1540 45 51 62 79 41 50 59 67
800 20 21 24 32 18 20 24 28
Revised: February 24, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA310-324
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
46.6
1.24
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
1397 mm
927
mm
30 50 70 90 110 130
400 800 1200 1600 2000 2400
2.00 1.50 1.25 1.00
Overload Ratio
800
975
1150
1350
1540
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA310-324
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
46.6
1.24
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
1397 mm
927
mm
10 30 50 70 90 110 130 150
150 180 210 240 270 300 330 360
154013501150975800Operating Weight (kN)
Overload Ratio
1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratings
forA310-325
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 4
Main Gear Type: Dual Tandem Gear Wheel Spacing (mm):Dual = 927 Tandem = 1397
Load on One Main Gear Leg (%): 46.6 Tire Pressure (MPa): 1.38 (200 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 15.22, 4.80 3) 15.22, -4.80
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
1608 10.8 10.8 10.7 10.7 10.6 10.7 10.7 10.6 10.4
1100 9.3 8.8 8.7 8.7 9.3 9.0 8.9 8.7 8.4
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)High
A15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
1608 48 54 66 84 46 55 64 73
1100 30 32 38 50 27 32 38 44
Revised: February 24, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA310-325
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
46.6
1.38
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
1397 mm
927
mm
30 50 70 90 110 130 150
400 800 1200 1600 2000 2400 2800
2.00 1.50 1.25 1.00Overload Ratio
11001225
1350
1475
1608
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA310-325
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
46.6
1.38
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
1397 mm
927
mm
10 30 50 70 90 110 130 150
160 190 220 250 280 310 340 370
16081475135012251100
Operating Weight (kN)
Overload Ratio
1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratings
forA318-100
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 2
Main Gear Type: Dual Gear Wheel Spacing (mm): 927
Load on One Main Gear Leg (%): 47.5 Tire Pressure (MPa): 0.89 (129 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 10.25, 3.80 3) 10.25, -3.80
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
607 8.8 8.6 8.6 8.6 ---- 8.5 8.7 8.8 8.8
382 7.0 6.5 6.5 7.0 ---- 6.7 6.8 6.8 6.7
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)High
A15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
607 29 31 35 41 31 34 36 38
382 17 18 20 23 18 19 21 22
Revised: February 24, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA318-100
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.5
0.89
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
927mm
30 40 50 60 70 80 90 100
400 600 800 1000 1200 1400 1600 1800
2.00 1.50 1.25 1.00Overload Ratio
375425
475550
607
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA318-100
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.5
0.89
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
927mm
10 30 50 70 90 110 130 150
130 150 170 190 210 230 250 270
607550475425375Operating Weight (kN)
Overload Ratio
1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratings
forA319-100(Configuration 1)
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 2
Main Gear Type: Dual Gear Wheel Spacing (mm): 927
Load on One Main Gear Leg (%): 46.31 Tire Pressure (MPa): 0.89 (129 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 11.04, 3.80 3) 11.04, -3.80
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
632 8.9 8.6 8.7 8.6 ---- 8.6 8.7 8.9 8.9
382 6.9 6.4 6.5 6.9 ---- 6.7 6.7 6.6 6.6
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN) HighA15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
632 30 32 36 42 31 34 37 39
382 16 18 19 23 17 19 20 22
Revised: February 24, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA319-100 (Configuration 1)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
46.3
0.89
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
927mm
30 40 50 60 70 80 90 100 110
400 600 800 1000 1200 1400 1600 1800 2000
2.00 1.50 1.25 1.00
Overload Ratio
375425
500
550
632
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA319-100 (Configuration 1)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
46.3
0.89
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
927mm
10 30 50 70 90 110 130 150
130 150 170 190 210 230 250 270
632550500425375Operating Weight (kN)
Overload Ratio
1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratings
forA319-100(Configuration 2)
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 2
Main Gear Type: Dual Gear Wheel Spacing (mm): 927
Load on One Main Gear Leg (%): 46.03 Tire Pressure (MPa): 1.07 (155 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 11.04, 3.80 3) 11.04, -3.80
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
690 9.5 8.9 9.1 9.2 9.4 9.0 9.2 9.4 9.5
382 7.2 6.3 6.6 7.2 ---- 6.8 6.8 6.8 6.9
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN) HighA15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
690 34 36 40 46 37 40 42 44
382 18 18 19 22 18 20 21 22
Revised: February 24, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA319-100 (Configuration 2)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
46.0
1.07
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
927mm
30 50 70 90 110
400 800 1200 1600 2000
2.00 1.50 1.25 1.00
Overload Ratio
375
450
525
600
690
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA319-100 (Configuration 2)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
46.0
1.07
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
927mm
10 30 50 70 90 110 130 150
150 170 190 210 230 250 270 290
690600525450375Operating Weight (kN)
Overload Ratio
1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratings
forA319-100(Configuration 3)
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 2
Main Gear Type: Dual Gear Wheel Spacing (mm): 927
Load on One Main Gear Leg (%): 45.74 Tire Pressure (MPa): 1.38 (200 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 11.04, 3.80 3) 11.04, -3.80
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
744 10.2 9.0 9.3 9.7 10.0 9.5 9.7 10.0 10.2
382 7.6 6.3 6.9 7.6 ---- 6.9 7.0 7.1 7.2
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN) HighA15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
744 39 40 44 50 44 46 48 50
382 18 18 20 22 20 21 22 23
Revised: February 24, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA319-100 (Configuration 3)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
45.7
1.38
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
927mm
30 50 70 90 110 130 150 170
400 600 800 1000 1200 1400 1600 1800
2.00 1.50 1.25 1.00
Overload Ratio
375450
550
650
744
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA319-100 (Configuration 3)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
45.7
1.38
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
927mm
10 30 50 70 90 110 130 150
160 190 220 250 280 310 340 370
744650550450375Operating Weight (kN)
Overload Ratio
1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratings
forA320-100
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 2
Main Gear Type: Dual Gear Wheel Spacing (mm): 927
Load on One Main Gear Leg (%): 47.5 Tire Pressure (Mpa): 1.21 (175 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 12.63, 3.80 3) 12.63, -3.80
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
667 9.7 8.8 9.0 9.3 9.6 9.1 9.3 9.5 9.7
390 7.5 6.5 7.0 7.5 ---- 7.0 7.1 7.2 7.3
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN) HighA15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
667 35 36 40 46 38 41 43 45
390 19 19 21 24 20 22 23 24
Revised: February 24, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA320-100
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.5
1.21
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
927mm
30 50 70 90 110 130 150
400 600 800 1000 1200 1400 1600
2.00 1.50 1.25 1.00
Overload Ratio
375450
525
575
667
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA320-100
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.5
1.21
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
927mm
10 30 50 70 90 110 130 150
150 170 190 210 230 250 270 290
667575525450375Operating Weight (kN)
Overload Ratio
1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratings
forA320-200(Configuration 1)
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 2
Main Gear Type: Dual Gear Wheel Spacing (mm): 927
Load on One Main Gear Leg (%): 46.94 Tire Pressure (MPa): 1.03 (149 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 12.64, 3.80 3) 12.64, -3.80
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
725 9.8 9.2 9.3 9.5 9.6 9.3 9.5 9.7 9.8
402 7.3 6.6 6.9 7.3 ---- 7.0 7.1 7.1 7.1
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN) HighA15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
725 37 39 44 50 40 43 45 48
402 19 19 21 25 20 21 23 24
Revised: February 24, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA320-200 (Configuration 1)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
46.9
1.03
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
927mm
30 50 70 90 110 130 150 170
400 600 800 1000 1200 1400 1600 1800
2.00 1.50 1.25 1.00
Overload Ratio
400475
550
625
725
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA320-200 (Configuration 1)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
46.9
1.03
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
927mm
10 30 50 70 90 110 130 150
150 180 210 240 270 300 330 360
725625550475400Operating Weight (kN)
Overload Ratio
1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratings
forA320-200(Configuration 2)
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 2
Main Gear Type: Dual Gear Wheel Spacing (mm): 927
Load on One Main Gear Leg (%): 46.72 Tire Pressure (MPa): 1.14 (165 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 12.64, 3.80 3) 12.64, -3.80
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
744 10.0 9.2 9.4 9.6 9.7 9.4 9.6 9.9 10.0
422 7.6 6.7 7.1 7.6 ---- 7.2 7.3 7.4 7.5
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN) HighA15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
744 39 40 45 51 42 45 48 50
422 20 21 22 26 22 23 25 26
Revised: February 24, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA320-200 (Configuration 2)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
46.7
1.14
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
927mm
30 50 70 90 110 130 150 170
400 600 800 1000 1200 1400 1600 1800
2.00 1.50 1.25 1.00
Overload Ratio
400500
575
650
744
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA320-200 (Configuration 2)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
46.7
1.14
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
927mm
10 30 50 70 90 110 130 150
160 190 220 250 280 310 340 370
744650575500400Operating Weight (kN)
Overload Ratio
1.00(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratings
forA320-200(Configuration 3)
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 2
Main Gear Type: Dual Gear Wheel Spacing (mm): 927
Load on One Main Gear Leg (%): 46.52 Tire Pressure (MPa): 1.44 (209 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 12.64, 3.80 3) 12.64, -3.80
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
759 10.4 9.1 9.5 9.8 10.2 9.6 9.9 10.2 10.4
441 8.9 6.9 7.4 7.9 8.9 7.6 7.7 7.8 7.9
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN) HighA15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
759 41 42 47 53 46 49 51 53
441 22 22 24 28 24 26 27 28
Revised: February 24, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA320-200 (Configuration 3)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
46.5
1.44
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
927mm
30 50 70 90 110 130 150 170
400 600 800 1000 1200 1400 1600 1800
2.00 1.50 1.25 1.00
Overload Ratio
425500
600
675
759
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA320-200 (Configuration 3)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
46.5
1.44
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
927mm
10 30 50 70 90 110 130 150
170 200 230 260 290 320 350 380
759675600500425Operating Weight (kN)
Overload Ratio
1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratingsfor
A320-200(Optional Bogie)
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 4
Main Gear Type: Dual Tandem Gear Wheel Spacing (mm):Dual = 780 Tandem = 1003
Load on One Main Gear Leg (%): 46.94 Tire Pressure (MPa): 1.22 (177 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 12.64, 3.80 3) 12.64, -3.80
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
725 7.8 7.5 7.4 7.4 ---- 7.8 7.7 7.4 7.0
402 5.5 5.2 5.5 ---- ---- 5.2 4.9 4.4 ----
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN) HighA15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
725 20 22 26 35 19 23 27 31
402 10 10 11 15 9 10 12 14
Revised: February 24, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA320-200 (Opt. Bogie)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
46.9
1.22
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
1003 mm
780
mm
30 40 50 60 70 80 90
400 600 800 1000 1200 1400 1600
2.00 1.50 1.25 1.00Overload Ratio
400475
550
625
725
Operating Weight (kN)
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Aircraft Load Ratingsfor
A320-212(Optional 4-Wheel Bogie)
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 4
Main Gear Type: Dual Tandem Gear Wheel Spacing (mm):Dual = 780 Tandem = 1003
Load on One Main Gear Leg (%): 46.94 Tire Pressure (MPa): 1.22 (177 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 12.64, 3.80 3) 12.64, -3.80
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
764 8.0 7.8 7.7 7.5 ---- 8.0 7.9 7.6 7.3
490 6.1 5.8 5.9 ---- ---- 6.1 5.8 5.4 5.1
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN) HighA15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
764 21 23 28 38 20 24 29 33
490 12 13 15 20 11 13 16 18
Revised: February 24, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA320-212 (4-Wheel Bogie)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
46.9
1.22
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
1003 mm
780
mm
30 40 50 60 70 80 90
400 600 800 1000 1200 1400 1600
2.00 1.50 1.25 1.00
Overload Ratio
475550
625
675
764
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA320-212 (4-Wheel Bogie)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
46.9
1.22
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
1003 mm
780
mm
10 30 50 70 90 110 130 150
110 140 170 200 230 260 290 320
764675625550475Operating Weight (kN)
Overload Ratio
1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratings
forA321-100(Configuration 1)
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 2
Main Gear Type: Dual Gear Wheel Spacing (mm): 927
Load on One Main Gear Leg (%): 47.84 Tire Pressure (Mpa): 1.28 (186 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 16.91, 3.80 3) 16.91, -3.80
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
769 10.4 9.4 9.7 10.0 10.2 9.7 10.0 10.2 10.4
461 8.1 7.2 7.6 7.9 ---- 7.8 7.9 8.0 8.1
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN) HighA15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
769 42 44 49 55 47 50 52 54
461 23 24 26 30 25 27 29 30
Revised: February 24, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA321-100 (Configuration 1)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.8
1.28
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
927mm
30 50 70 90 110 130 150 170
400 600 800 1000 1200 1400 1600 1800
2.00 1.50 1.25 1.00
Overload Ratio
450525
600675
769
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA321-100 (Configuration 1)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.8
1.28
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
927mm
10 30 50 70 90 110 130 150
170 200 230 260 290 320 350 380
769675600525450Operating Weight (kN)
Overload Ratio
1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratings
forA321-100(Configuration 2)
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 2
Main Gear Type: Dual Gear Wheel Spacing (mm): 927
Load on One Main Gear Leg (%): 47.84 Tire Pressure (Mpa): 1.36 (197 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 16.91, 3.80 3) 16.91, -3.80
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
818 10.8 9.6 9.9 10.2 10.5 10.0 10.3 10.5 10.8
461 8.9 7.1 7.6 8.0 8.9 7.8 8.0 8.1 8.2
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN) HighA15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
818 45 48 53 59 51 54 57 59
461 23 24 26 30 26 28 29 31
Revised: February 24, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA321-100 (Configuration 2)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.8
1.36
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
927mm
30 50 70 90 110 130 150 170
400 600 800 1000 1200 1400 1600 1800
2.00 1.50 1.25 1.00
Overload Ratio
450550
625725
818
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA321-100 (Configuration 2)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.8
1.36
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
927mm
10 30 50 70 90 110 130 150
180 210 240 270 300 330 360 390
818725625550450Operating Weight (kN)
Overload Ratio
1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratings
forA321-200
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 2
Main Gear Type: Dual Gear Wheel Spacing (mm): 927
Load on One Main Gear Leg (%): 47.46 Tire Pressure (Mpa): 1.46 (212 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 16.91, 3.80 3) 16.91, -3.80
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
877 11.1 9.8 10.2 10.5 10.8 10.2 10.5 10.9 11.1
461 9.0 7.1 7.7 8.1 9.0 7.8 8.0 8.1 8.2
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)High
A15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
877 49 52 58 63 56 59 62 64
461 23 24 26 30 26 28 29 31
Revised: February 24, 2004
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Aircraft Load Ratingsfor
A330-200(Configuration 1)
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 4
Main Gear Type: Dual Tandem Gear Wheel Spacing (mm):Dual = 1397 Tandem = 1981
Load on One Main Gear Leg (%): 47.5 Tire Pressure (MPa): 1.34 (194 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 22.18, 5.34 3) 22.18, -5.34
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
2137 11.0 11.0 10.9 10.8 10.9 10.9 10.8 10.7 10.6
1650 10.2 9.7 9.5 9.3 10.2 9.7 9.6 9.5 9.5
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN) HighA15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
2137 57 62 72 98 48 56 66 78
1650 42 44 50 67 37 40 47 55
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA330-200 (Configuration 2)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.5
1.42
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
1981 mm
1397
mm
30 50 70 90 110 130
600 1000 1400 1800 2200 2600
2.00 1.50 1.25 1.00
Overload Ratio
1650
18001950
2100
2264
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA330-300 (Configuration 1)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.6
1.31
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
1981 mm
1397
mm
10 30 50 70 90 110 130 150
170 200 230 260 290 320 350 380
20881975185017501625
Operating Weight (kN)
Overload Ratio
1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratingsfor
A330-300(Configuration 2)
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 4
Main Gear Type: Dual Tandem Gear Wheel Spacing (mm):Dual = 1397 Tandem = 1981
Load on One Main Gear Leg (%): 47.13 Tire Pressure (MPa): 1.33 (193 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 25.38, 5.34 3) 25.38, -5.34
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
2137 11.0 11.0 10.8 10.8 10.8 10.8 10.7 10.6 10.6
1657 10.2 9.7 9.5 9.3 10.2 9.7 9.6 9.5 9.5
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN) HighA15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
2137 57 61 71 96 47 55 65 77
1657 41 44 50 66 36 40 46 54
Revised: February 24, 2004
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Aircraft Load Ratingsfor
A340-200(Configuration 1)
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 4
Main Gear Type: Dual Tandem Gear Wheel Spacing (mm):Dual = 1397 Tandem = 1981
Load on One Main Gear Leg (%): 39.22 Tire Pressure (MPa): 1.32 (191 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 23.24, 5.34 3) 23.24, -5.34 4) 24.24, 0Note: Gear 4) is a belly dual gear with a wheel spacing of 975 mm.
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
2559 11.0 11.0 10.8 10.7 10.8 10.8 10.7 10.6 10.6
1657 9.7 8.7 8.5 8.9 9.7 8.9 8.8 8.7 8.7
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)High
A15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
2559 56 61 71 96 47 55 65 76
1657 33 35 39 50 31 32 36 42
Revised: February 24, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA340-200 (Configuration 1)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
39.2
1.32
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
1981 mm
1397
mm
30 50 70 90 110
600 1000 1400 1800 2200
2.00 1.50 1.25 1.00
Overload Ratio
1650
1875
2100
2325
2559
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA340-200 (Configuration 1)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
39.2
1.32
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
1981 mm
1397
mm
10 30 50 70 90 110 130 150
170 200 230 260 290 320 350 380
25592325210018751650
Operating Weight (kN)
Overload Ratio
1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratingsfor
A340-200(Configuration 2)
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 4
Main Gear Type: Dual Tandem Gear Wheel Spacing (mm):Dual = 1397 Tandem = 1981
Load on One Main Gear Leg (%): 39.81 Tire Pressure (MPa): 1.42 (206 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 23.24, 5.34 3) 23.24, -5.34 4) 24.24, 0Note: Gear 4) is a belly dual gear with a wheel spacing of 975 mm.
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
2706 11.3 11.3 11.1 11.1 11.1 11.2 11.1 11.0 11.0
1697 9.9 8.8 8.7 9.1 9.9 9.1 9.0 8.9 9.0
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)High
A15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
2706 62 67 78 106 53 61 73 85
1697 35 37 41 53 33 34 39 45
Revised: February 24, 2004
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Aircraft Load Ratingsfor
A340-300
(Configuration 1)
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 4
Main Gear Type: Dual Tandem Gear Wheel Spacing (mm):Dual = 1397 Tandem = 1981
Load on One Main Gear Leg (%):a) 39.12% at 2559 kN b) 41.45% at 1706 kNc) 44.06% at 1403 kN
Tire Pressure (MPa): 1.32 (191 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 25.38, 5.34 3) 25.38, -5.34 4) 26.37, 0Note: Gear 4) is a belly dual gear with a wheel spacing of 975 mm.
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
2559 11.0 11.0 10.8 10.7 10.8 10.8 10.7 10.6 10.5
1706 10.0 9.2 8.9 9.1 10.0 9.3 9.1 9.0 9.1
1403 9.7 8.4 8.2 8.8 9.7 8.7 8.5 8.4 8.5
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN) High
A15
Medium
B10
Low
C6
Vr Low
D3
High
A150
Medium
B80
Low
C40
Ult Low
D20
2559 56 61 70 96 47 54 65 76
1706 37 39 44 57 33 35 41 47
1403 31 33 37 47 30 30 34 40
Revised: February 24, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA340-300 (Configuration 1)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
39.1
1.32
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
1981 mm
1397
mm
30 50 70 90 110
600 1000 1400 1800 2200
2.00 1.50 1.25 1.00
Overload Ratio
1700
1900
2125
2325
2559
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA340-300 (Configuration 1)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
39.1
1.32
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
1981 mm
1397
mm
10 30 50 70 90 110 130 150
170 200 230 260 290 320 350 380
25592325212519001700
Operating Weight (kN)
Overload Ratio
1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratingsfor
A340-300
(Configuration 2)
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 4
Main Gear Type: Dual Tandem Gear Wheel Spacing (mm):Dual = 1397 Tandem = 1981
Load on One Main Gear Leg (%):a) 40.06% at 2706 kN b) 42.18% at 1765 kNc) 44.06% at 1403 kN
Tire Pressure (MPa): 1.42 (206 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 25.38, 5.34 3) 25.38, -5.34 4) 26.37, 0Note: Gear 4) is a belly dual gear with a wheel spacing of 975 mm.
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
2706 11.3 11.3 11.2 11.2 11.1 11.2 11.1 11.1 11.0
1765 10.2 9.3 9.2 9.2 10.2 9.6 9.5 9.4 9.4
1403 9.7 8.3 8.2 8.8 9.7 8.7 8.6 8.5 8.6
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN) High
A15
Medium
B10
Low
C6
Vr Low
D3
High
A150
Medium
B80
Low
C40
Ult Low
D20
2706 62 68 79 107 54 62 74 86
1765 40 42 47 62 36 38 44 52
1403 32 33 37 47 30 31 35 40
Revised: February 24, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA340-300 (Configuration 2)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
40.1
1.42
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
1981 mm
1397
mm
30 50 70 90 110 130
600 1000 1400 1800 2200 2600
2.00 1.50 1.25 1.00
Overload Ratio
1750
20002225
2450
2706
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA340-300 (Configuration 2)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
40.1
1.42
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
1981 mm
1397
mm
10 30 50 70 90 110 130 150
180 220 260 300 340 380 420 460
27062450222520001750
Operating Weight (kN)
Overload Ratio
1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA340-500, 600
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
33.0
1.42
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
1980 mm
1400
mm
30 50 70 90 110 130
600 1000 1400 1800 2200 2600
2.00 1.50 1.25 1.00
Overload Ratio
1750
2200
2650
3125
3590
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA340-500, 600
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
33.0
1.42
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
1980 mm
1400
mm
10 30 50 70 90 110 130 150
190 230 270 310 350 390 430 470
35903125265022001750
Operating Weight (kN)
Overload Ratio
1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA380-800 (Main Gear)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
28.5
1.47
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
3400 mm
1550
mm
30 50 70 90 110 130
700 1100 1500 1900 2300 2700
2.00 1.50 1.25 1.00
Overload Ratio
2750
3425
4125
4825
5514
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA380-800 (Main Gear)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
28.5
1.47
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
3400 mm
1550
mm
10 30 50 70 90 110 130 150
180 220 260 300 340 380 420 460
55144825412534252750
Operating Weight (kN)
Overload Ratio
1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratingsfor
A380-800(Dual Tandem Wing Gear - 4 Wheels)
Landing Gear Characteristics
Number of Main Gear: 4 Wheels In Each Main Gear: 2 Main Body Gear @6 Wheels and 2 Wing Gear @ 4 Wheels
Main Gear Type: a) 3 Duals in Tandem (2 MainBody Gear) and b) Dual Tandem (2 Wing Gear)
Co-Ordinates for 4 Wheel Wing Gear (mm):1) 0,0 2) 0,1350 3) 1800,0 4) 1800,1350
Load on One Wing Gear Leg (%): 19.0 Tire Pressure (MPa): 1.47 (213 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 40.94, 6.27 3) 40.94, -6.27 4) 44.21, 2.63 5) 44.21, -2.63Note: Gears 2 & 3 are Wing Landing Gear and Gears 4 & 5 are Main Body Landing Gear.
Note: The ALR/ACN values given below apply to the 4 Wheeled Wing Gear.
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
5514 11.3 11.3 11.2 11.2 11.0 11.3 11.2 11.1 11.1
2758 9.5 7.5 7.7 8.5 9.5 8.2 8.1 8.0 8.0
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN) HighA
15
MediumB
10
LowC
6
Vr LowD
3
HighA
150
MediumB
80
LowC
40
Ult LowD
20
5514 62 68 80 108 55 64 76 88
2758 27 28 31 39 25 26 30 35
Revised: February 24, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleA380-800 (Wing Gear)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
19.0
1.47
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
1800 mm
1350
mm
30 50 70 90 110 130
600 1000 1400 1800 2200 2600
2.00 1.50 1.25 1.00
Overload Ratio
2750
34254125
4825
5514
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideA380-800 (Wing Gear)
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
19.0
1.47
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
1800 mm
1350
mm
10 30 50 70 90 110 130 150
180 220 260 300 340 380 420 460
55144825412534252750
Operating Weight (kN)
Overload Ratio
1.00
(2.75 MPa)
1.25
(3.50 MPa)
1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratingsfor
Antonov AN-124-100
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 10
Main Gear Type: 5 Duals in Tandem Gear Wheel Spacing (mm):Dual = 995 Tandem = 1650
Wheel Co-Ordinates (mm): 1) -3300, 02) -3300, 995 3) -1650, 0 4) -1650, 9955) 0, 0 6) 0, 995 7) 1650, 08) 1650, 995 9) 3300, 0 10) 3300, 995
Load on One Main Gear Leg (%): 47.5 Tire Pressure (MPa): 1.03 (150 psi)
Gear Co-Ordinates (m): 1) 0,0 2) 22.09, 4.00 3) 22.09, -4.00
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
3844 12.0 12.0 11.4 10.9 9.3 11.6 11.0 10.1 9.3
2000 8.2 8.2 7.1 7.4 ---- 7.9 7.1 6.4 6.1
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)High
A15
MediumB10
LowC6
Vr LowD3
HighA
150
MediumB80
LowC40
Ult LowD20
3844 51 60 77 107 35 48 73 100
2000 20 23 27 40 17 18 23 32
Note: Flexible pavement ACN's are based on the standard ICAO ten-wheel alpha factor of 0.735.
Revised: February 24, 2004
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Flexible Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse FlexibleAntonov AN-124-100
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.5
1.03
Subgrade Bearing Strength - S (kN)
Force Portante du Sol Support
Pavement Equivalent Granular Thickness - t (mm)Epaisseur Granulaire Equivalente d'une Chausse
6600 mm
995
mm
30 50 70 90 110 130
400 800 1200 1600 2000 2400
2.00 1.50 1.25 1.00
Overload Ratio
2000
2450
2900
3375
3844
Operating Weight (kN)
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Rigid Pavement Design & Evaluation Chart
Abaque de Calcul d'une Chausse RigideAntonov AN-124-100
% Load on Main Gear
% Poids sur Atterrisseur Principal
Tire Pressure (MPa)
Pression des Pneus
47.5
1.03
Bearing Modulus - K (MPa/m)
Module de Raction du Sol Support
Concrete Slab Thickness - h (mm)Epaisseur de la Dalle de Beton
6600 mm
995
mm
10 30 50 70 90 110 130 150
130 180 230 280 330 380 430 480
38443375290024502000
Operating Weight (kN)
Overload Ratio
1.00
(2.75 MPa)
1.25
(3.50 MPa)1.50
(4.10 MPa)
2.00
(5.50 MPa)
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Aircraft Load Ratingsfor
Antonov AN-225
Landing Gear Characteristics
Number of Main Gear: 2 Wheels In Each Main Gear: 14
Main Gear Type: 7 Duals in Tandem Gear Wheel Spacing (mm):Dual = 870 Tandem = 1750
Wheel Co-Ordinates (mm):1) -5250, 0 2) -5250, 870 3) -3500, 04) -3500, 870 5) -1750, 0 6) -1750, 8707) 0, 0 8) 0, 870 9) 1750, 0
10) 1750, 870 11) 3500, 0 12) 3500, 87013) 5250, 0 14) 5250, 870
Load on One Main Gear Leg (%): 47.5 Tire Pressure (MPa): 1.13 (164 psi)
Gear Co-Ordinates (m): 1) 0, 0 2) 29.10, 4.42 3) 29.10, -4.20
Aircraft Load Rating (ALR)
Flexible Pavement SubgradesS (kN)
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)MaxALR
50 90 130 180 20 40 80 150
5884 12.9 12.9 12.4 12.0 11.5 12.3 11.7 11.0 10.2
4500 11.4 11.4 10.9 10.5 9.4 10.8 10.1 9.3 8.7
Aircraft Classification Number (ACN)
Flexible Pavement SubgradesCBR
Rigid Pavement Subgradesk (MPa/m)
OperatingWeight
(kN)High
A
15
MediumB
10
LowC
6
Vr LowD
3
HighA
150
MediumB
80
LowC
40
Ult LowD
20
5884 63 75 95 132 45 61 89 125
4500 41 48 62 88 30 39 55 75
Note: Flexible pavement ACN's are based on the standard ICAO fourteen-wheel alpha factor of 0.714.
Revised: February 24, 2004
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