Airport runway structural design by faarfield maethod

1. FAARFIELD
FAARFIELD v 1.42 - Airport Pavement Design
Section BE in Job Example1.
Working directory is C:UsersDELLDocumentsFAARFIELD
The structure is New Rigid.
Design Life = 20 years.
A design for this section was completed on 07/20/18 at 21:36:47.
Pavement Structure Information by Layer, Top First
Total thickness to the top of the subgrade = 25.97 in
Airplane Information
Additional Airplane Information
User is responsible for checking frost protection requirements.
No. Type
Thickness
in
Modulus
psi
Poisson's
Ratio
Strength
R,psi
1 PCC Surface 15.97 4,000,000 0.15 750
2 P-211 Lime Rock 10.00 22,510 0.35 0
3 Subgrade 0.00 7,453 0.40 0
No. Name
Gross Wt.
lbs
Annual
Departures
% Annual
Growth
1 DC10-10 458,000 5,000 0.00
2 B747-200B Combi Mixed 833,000 2,050 0.00
3
B747-200B Combi Mixed
Belly
833,000 2,050 0.00
4 B777-200 ER 634,500 1,425 0.00
No. Name
CDF
Contribution
CDF Max
for Airplane
P/C
Ratio
1 DC10-10 0.17 0.17 3.81
2 B747-200B Combi Mixed 0.06 0.06 3.46
3
B747-200B Combi Mixed
Belly
0.00 0.06 3.47
4 B777-200 ER 0.77 0.77 4.05