UFC 3-260-02
30 June 2001
Table 11-9
Program Output for Subgrade Damage for Pavement Thicknesses of 840, 760, and
685 millimeters (33, 30, and 27 inches)
* Run SUBGRAD
00 Taxiway Design Subgrade Damage Thickness = 33 inches
Damage based on subgrade strain criteria and on 200,000 total strain repetitions
Sub Modulus
Subg Strain
Allow Reps
Applied Reps
Damage
9000.
0.000654
7523438.
5000.
0.665-02
9000.
0.000698
3758888.
3333.
0.895-02
9000.
0.000741
1981678.
50000.
0.258-01
9000.
0.000806
807168.
66667.
0.835-01
Total Damage = 0.1235E+00
50
Taxiway Design Subgrade Damage Thickness = 30 inches
Damage based on subgrade strain criteria and on 200,000 total strain repetitions
Sub Modulus
Subg Strain
Allow Reps
Applied Reps
Damage
9000.
0.000733
8885301.
50000.
0.825-01
9000.
0.000789
1018577.
33333.
0.338-01
9000.
0.000844
493454.
50000.
0.10E+00
9000.
0.000927
181174.
66667.
0.37E+00
Total Damage = 0.5256E+00
20
Taxiway Design Subgrade Damage Thickness = 27 inches
Damage based on subgrade strain criteria and on 200,000 total strain repetitions
Sub Modulus
Subg Strain
Allow Reps
Applied Reps
Damage
9000.
0.000831
582449.
50000.
0.86E-01
9000.
0.000908
231418.
33333.
0.14E+00
9000.
0.000980
100039.
50000.
0.50E+00
9000.
0.001080
32112.
66666.
0.21E+00
Total Damage = 0.281E+01
11-19
Previous Page
