UFC 3-260-02
30 June 2001
Table 11-11
Program Output for Asphalt Damage
* Run ASPHALT
00 Taxiway Design; A5. Thickness = 4 inches
Damage based on asphalt strain criteria and on 100,000 total strain repetitions
Asp Modulus
Asph Strain
Allow Reps
Applied Reps
Damage
1390000.
0.000217
42328.
25000.
0.59E+00
960000.
0.000228
88688.
16687.
0.19E+00
490000.
0.000247
356568.
25000.
0.70E-01
210000.
0.000219
6333934.
33333.
0.54E-03
Total Damage = 0.854E+00
50
Taxiway Design; A5. Thickness = 5 inches
Damage based on asphalt strain criteria and on 100,000 total strain repetitions
Asp Modulus
Asph Strain
Allow Reps
Applied Reps
Damage
1390000.
0.000218
47554.
25000.
0.52E+00
960000.
0.000234
77834.
16667.
0.21E+00
490000.
0.000267
241586.
25000.
0.10E+00
210000.
0.000263
2491763.
33333.
0.13E-01
Total Damage = 0.857E+00
20
Taxiway Design; A5. Thickness = 6 inches
Damage based on asphalt strain criteria and on 100,000 total strain repetitions
Asp Modulus
Asph Strain
Allow Reps
Applied Reps
Damage
1390000.
0.000200
63638.
25000.
0.39E+00
960000.
0.000227
90598.
16667.
0.18E+00
490000.
0.000270
228459.
85000.
0.11E+00
210000.
0.000295
1403381.
33333.
0.84E-00
Total Damage = 0.710E+00
11-21
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