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Publication Number: FHWA-HRT-05-079
Date: May 2006

Optimization of Traffic Data Collection for Specific Pavement Design Applications

Appendix D. PAVEMENT-PERFORMANCE RESULTS

All pavement sections were analyzed using the 2002 PDG. This section contains the life of the pavement sections in absolute terms (years).

 

Table 39. Life prediction estimates by scenario and traffic input percentile level, section 181028.
Site Scenario Traffic Input Percentile
50% -75% -85% -95% -99.9% 75% 85% 95% 99.9%
Life to Rutting Failure (years)
181028 1-0 30.0 - - - - - - - -
1-1 30.0 30.0 29.0 30.0 30.0 29.0 29.0 29.0 28.0
1-2 29.0 30.0 30.0 31.0 32.0 28.0 27.0 27.0 25.0
2-0 27.0 - - - - - - - -
2-1 28.0 28.0 28.0 29.0 29.0 28.0 28.0 27.0 27.0
2-2 27.0 28.0 29.0 29.0 30.0 27.0 26.0 26.0 25.0
2-3 27.0 29.0 29.0 30.0 32.0 26.0 25.0 25.0 23.0
3-0 27.0 - - - - - - - -
3-1 27.0 27.0 27.0 27.0 27.0 26.0 26.0 26.0 26.0
4-0 27.0 - - - - - - - -
4-1 27.0 27.0 27.0 28.0 28.0 26.0 26.0 26.0 26.0
4-2 27.0 28.0 28.0 29.0 30.0 26.0 25.0 25.0 24.0
4-3 27.0 29.0 30.0 31.0 34.0 25.0 24.0 23.0 21.0
4-4 45.0 - - - - - - - -
4-5 44.0 44.0 44.0 45.0 45.0 43.0 43.0 43.0 42.0
4-6 44.0 45.0 45.0 45.0 46.0 43.0 43.0 42.0 41.0
4-7 46.0 49.0 50.0 52.0 58.0 42.0 40.0 38.0 35.0
- Indicates no data available.

 

Table 40. Life prediction estimates by scenario and traffic input percentile level, section 261010.
Site Scenario Traffic Input Percentile
50% -75% -85% -95% -99.9% 75% 85% 95% 99.9%
Life to Rutting Failure (years)
261010 1-0 41.0 - - - - - - - -
1-1 46.0 51.0 52.0 52.0 56.0 44.0 43.0 43.0 38.0
1-2 46.0 55.0 57.0 60.0 49.0 41.0 40.0 37.0 34.0
2-0 44.0 - - - - - - - -
2-1 43.0 45.0 45.0 47.0 49.0 39.0 39.0 38.0 35.0
2-2 42.0 46.0 47.0 49.0 54.0 37.0 36.0 35.0 31.0
2-3 41.0 48.0 51.0 56.0 100.0 35.0 33.0 31.0 27.0
3-0 33.0 - - - - - - - -
3-1 33.0 34.0 34.0 35.0 36.0 32.0 32.0 31.0 30.0
4-0 38.0 - - - - - - - -
4-1 37.0 39.0 40.0 41.0 43.0 35.0 34.0 33.0 31.0
4-2 37.0 42.0 44.0 47.0 61.0 31.0 30.0 28.0 25.0
4-3 37.0 46.0 49.0 57.0 100.0 29.0 28.0 26.0 22.0
4-4 25.0 - - - - - - - -
4-5 24.0 26.0 27.0 28.0 31.0 22.0 22.0 21.0 18.8
4-6 24.0 29.0 31.0 34.0 44.0 19.9 18.9 17.6 15.0
4-7 24.0 31.0 33.0 37.0 100.0 18.9 17.9 16.8 13.9
- Indicates no data available.

 

Table 41. Life prediction estimates by scenario and traffic input percentile level, section 282807.
Site Scenario Traffic Input Percentile
50% -75% -85% -95% -99.9% 75% 85% 95% 99.9%
Life to Longitudinal Cracking Failure (years)
282807 1-0 5.9                
1-1 5.9 7.9 8.0 8.9 9.9 4.9 5.0 4.9 4.1
1-2 5.1 8.9 10.0 10.8 10.0 4.8 6.8 4.0 5.0
2-0 7.0
2-1 6.9 7.1 7.1 7.9 12.0 6.8 6.1 6.0 5.9
2-2 6.8 7.9 8.0 8.9 10.1 5.9 5.9 5.1 4.9
2-3 6.8 9.0 9.9 15.8 21.0 5.0 5.0 4.8 3.9
3-0 12.0
3-1 11.9 12.1 12.8 12.9 13.8 11.8 11.8 11.0 10.9
4-0 12.0
4-1 11.9 12.1 12.9 13.0 14.0 10.9 10.9 10.8 9.9
4-2 11.9 14.0 14.9 16.8 22.0 9.9 9.0 8.9 7.1
4-3 12.0 14.9 16.0 18.1 25.0 9.9 9.0 8.9 7.0
4-4 6.1                
4-5 6.0 6.8 6.9 7.0 8.0 5.8 5.1 5.0 4.9
4-6 5.9 7.9 8.8 9.9 15.0 4.9 4.9 4.0 3.9
4-7 6.8 10.0 11.8 15.0 100.0 4.9 4.1 4.0 3.0
- Indicates no data available.

 

Table 42. Life prediction estimates by scenario and traffic input percentile level, section 536048.
Site Scenario Traffic Input Percentile
50% -75% -85% -95% -99.9% 75% 85% 95% 99.9%
Life to Rutting Failure (years)
536048 1-0 9.8 - - - -
1-1 9.1 11.9 12.9 14.0 17.1 7.8 7.0 7.0 5.9
1-2 9.2 14.0 15.1 18.1 24.0 6.8 6.1 6.0 5.0
2-0 6.9 - - - -
2-1 6.1 7.0 7.1 7.9 8.9 5.9 5.9 5.7 5.0
2-2 6.1 7.1 7.9 8.0 9.9 5.8 5.5 5.0 4.8
2-3 6.0 8.2 9.0 10.8 16.0 5.0 4.9 4.1 3.9
3-0 6.1 - - - -
3-1 6.0 6.1 6.2 6.7 6.8 6.0 6.0 6.0 5.9
4-0 6.8 - - - -
4-1 6.8 6.9 6.9 7.0 7.2 6.1 6.1 6.0 5.9
4-2 6.1 7.1 7.8 8.0 10.0 5.8 5.6 5.0 4.8
4-3 6.8 7.9 8.0 9.0 11.9 5.8 5.4 5.0 4.7
4-4 4.2 - - - -
4-5 4.1 4.5 4.7 4.8 4.9 4.0 4.0 4.0 3.9
4-6 4.1 4.8 4.9 5.0 5.9 3.9 3.9 3.8 3.3
4-7 4.9 7.8 8.9 12.8 100.0 3.8 3.2 2.9 2.5
- Indicates no data available.

 

Table 43. Life prediction estimates by scenario and traffic input percentile level, section 185518.
Site Scenario Traffic Input Percentile
50% -75% -85% -95% -99.9% 75% 85% 95% 99.9%
Life to Punchout Failure (years)
185518 1-0 11.7
1-1 11.8 13.8 14.4 15.2 18.3 10.5 10.3 10.2 9.3
1-2 11.8 15.4 17.2 20.7 26.7 9.9 9.5 9.4 8.4
2-0 10.3
2-1 9.7 10.7 11.3 11.7 13.3 9.3 8.8 8.7 8.3
2-2 9.5 10.3 11.4 11.8 13.7 8.8 8.7 7.8 7.7
2-3 9.4 12.4 13.3 15.5 23.7 8.3 7.7 7.4 6.6
3-0 9.8
3-1 9.8 10.3 10.3 10.4 10.8 9.4 9.4 9.4 9.3
4-0 11.4
4-1 11.3 11.8 12.2 12.3 13.6 10.6 10.5 10.4 10.3
4-2 11.3 13.3 15.2 15.7 23.7 9.5 9.3 8.8 8.1
4-3 11.3 13.7 14.3 17.0 23.7 9.6 9.3 8.7 7.8
4-4 18.7                
4-5 18.5 18.7 19.4 19.6 22.7 18.1 17.7 17.6 17.3
4-6 18.5 21.7 23.7 22.7 24.7 16.5 15.8 15.3 13.9
4-7 19.2 23.7 23.7 24.7 25.7 16.3 15.5 14.6 13.3
- Indicates no data available.

 

Table 44. Life prediction estimates by scenario and traffic input percentile level, section 275076.
Site Scenario Traffic Input Percentile
50% -75% -85% -95% -99.9% 75% 85% 95% 99.9%
Life to Punchout Failure (years)
275076 1-0 20.7 - - - - - - - -
1-1 20.7 23.7 23.7 24.7 26.7 18.8 18.9 18.8 17.8
1-2 20.7 24.7 25.7 26.7 27.7 18.8 18.8 18.1 16.9
2-0 17.8 - - - - - - - -
2-1 17.8 18.7 22.7 19.3 20.7 16.8 16.8 16.3 15.4
2-2 17.7 18.8 19.3 21.7 21.7 17.8 16.3 15.8 14.7
2-3 17.7 20.7 21.7 22.7 23.7 15.5 15.2 14.3 13.0
3-0 11.5 - - - - - - - -
3-1 11.8 12.2 12.3 12.4 13.1 11.7 11.7 11.5 11.2
4-0 13.9 - - - - - - - -
4-1 13.8 14.6 14.7 14.9 15.7 13.8 13.7 13.4 12.8
4-2 13.8 15.5 16.1 16.8 19.3 12.8 12.8 12.4 11.7
4-3 14.1 16.3 16.8 18.2 21.7 12.8 12.5 11.8 10.9
4-4 15.6 - - - - - - - -
4-5 15.3 15.6 15.7 15.8 16.5 14.8 14.7 14.6 14.3
4-6 15.3 16.8 16.9 17.8 19.8 13.8 13.8 13.8 12.6
4-7 15.8 19.7 21.7 23.7 25.7 13.5 12.8 12.3 10.8
- Indicates no data available.

 

Table 45. Life prediction estimates by scenario and traffic input percentile level, section 094008.
Site Scenario Traffic Input Percentile
50% -75% -85% -95% -99.9% 75% 85% 95% 99.9%
Life to Slab Cracking Failure (years)
094008 1-0 5.8 - - - -
1-1 5.0 6.1 6.8 7.6 9.7 4.7 4.6 4.0 3.8
1-2 5.0 6.8 6.9 8.0 11.7 4.6 4.0 3.9 3.7
2-0 7.8 - - - -
2-1 6.8 8.1 6.8 9.7 11.8 6.0 5.8 5.8 5.0
2-2 6.9 8.1 8.8 9.8 11.8 6.1 5.9 5.8 5.1
2-3 6.7 12.0 14.8 23.6 36.6 4.6 4.0 3.8 3.0
3-0 6.8 - - - -
3-1 6.8 7.0 7.1 7.7 7.9 6.6 6.1 5.9 5.8
4-0 7.8 - - - -
4-1 7.8 8.6 7.1 7.7 9.6 7.7 7.6 7.0 6.8
4-2 7.1 10.8 12.8 15.7 100.0 5.8 5.1 4.8 3.9
4-3 7.0 12.2 15.1 24.6 100.0 5.0 4.8 4.7 3.8
4-4 9.8 - - - -
4-5 9.8 9.8 9.9 10.1 10.8 9.6 9.2 9.0 8.8
4-6 9.8 11.0 11.8 12.7 15.7 8.7 8.6 7.8 7.0
4-7 10.7 14.8 16.1 20.6 35.6 8.1 7.8 7.1 6.0
- Indicates no data available.

 

Table 46. Life prediction estimates by scenario and traffic input percentile level, section 501682.
Site Scenario Traffic Input Percentile
50% -75% -85% -95% -99.9% 75% 85% 95% 99.9%
Life to Slab Cracking Failure (years)
501682 1-0 23.6 - - - - - - -
1-1 24.6 27.6 28.6 29.6 31.6 22.6 21.6 21.6 19.7
1-2 24.6 30.6 31.6 32.6 34.6 19.8 19.0 19.1 15.8
2-0 26.6 - - - - - - -
2-1 26.6 26.6 26.6 27.6 27.6 25.6 25.6 24.6 24.6
2-2 25.6 26.6 27.6 27.6 28.6 24.6 24.6 23.6 22.6
2-3 25.6 28.6 28.6 29.6 31.6 23.6 23.6 22.6 20.6
3-0 27.6 - - - - - - -
3-1 26.6 26.6 26.6 27.6 27.6 26.6 26.6 26.6 26.6
4-0 40.6 - - - - - - -
4-1 39.6 39.6 39.6 39.6 40.6 36.6 36.6 36.6 35.6
4-2 39.6 40.6 40.6 41.6 42.6 35.6 33.6 32.6 31.6
4-3 39.6 42.6 43.6 44.6 100.0 33.6 32.6 30.6 27.6
4-4 22.6 - - - - - - -
4-5 21.6 22.6 22.6 23.6 23.6 21.6 21.6 20.6 20.6
4-6 21.6 23.6 23.6 24.6 26.6 20.6 19.8 19.6 18.0
4-7 22.6 27.6 28.6 30.6 35.6 18.7 17.8 16.7 14.1
- Indicates no data available.

 

Table 47. Life prediction estimates by scenario and traffic input percentile level, section 186012.
Site Scenario Traffic Input Percentile
50% -75% -85% -95% -99.9%
Life to Rutting Failure (years)
186012 1-0 28.0 - - - -
1-1 26.0 31.0 32.0 36.0 -
1-2 26.0 28.0 30.0 33.0 -
2-0 26.0 - - - -
2-1 24.0 28.0 29.0 31.0 -
2-2 24.0 26.0 27.0 28.0 -
2-3 23.0 29.0 31.0 34.0 -
3-0 26.0 - - - -
3-1 26.0 27.0 27.0 28.0 -
4-0 31.0 - - - -
4-1 30.0 32.0 32.0 34.0 -
4-2 29.0 34.0 36.0 39.0 -
4-3 33.0 43.0 48.0 60.0 -
4-4 50.0 - - - -
4-5 50.0 50.0 50.0 50.0 -
4-6 45.0 53.0 54.0 59.0 -
4-7 51.0 65.0 72.0 85.0 -
- Indicates no data available.

 

Table 48. Life prediction estimates by scenario and traffic input percentile level, section 261004.
Site Scenario Traffic Input Percentile
50% -75% -85% -95% -99.9%
Life to Rutting Failure (years)
261004 1-0 30.0 - - - -
1-1 28.0 29.0 30.0 31.0 -
1-2 27.0 30.0 32.0 34.0 -
2-0 27.0 - - - -
2-1 29.0 32.0 33.0 35.0 -
2-2 29.0 31.0 31.0 30.0 -
2-3 28.0 37.0 38.0 99.0 -
3-0 26.0 - - - -
3-1 26.0 27.0 28.0 28.0 -
4-0 29.0 - - - -
4-1 29.0 32.0 33.0 36.0 -
4-2 29.0 42.0 50.0 99.0 -
4-3 31.0 58.0 99.0 99.0 -
4-4 15.9 - - - -
4-5 15.9 15.9 15.9 15.9 -
4-6 13.0 23.0 27.0 46.0 -
4-7 14.0 33.0 57.0 99.0 -
- Indicates no data available.

 

Table 49. Life prediction estimates by scenario and traffic input percentile level, section 261012.
Site Scenario Traffic Input Percentile
50% -75% -85% -95% -99.9%
Life to Longitudinal Cracking Failure (years)
261012 1-0 16.1 - - - -
1-1 17.1 19.7 20.0 21.0 -
1-2 16.9 17.7 18.0 18.8 -
2-0 15.6 - - - -
2-1 16.5 17.6 17.8 18.1 -
2-2 16.0 16.1 16.1 16.0 -
2-3 16.0 17.3 17.6 17.3 -
3-0 13.0 - - - -
3-1 13.0 13.3 13.6 13.7 -
4-0 14.0 - - - -
4-1 13.9 14.7 14.8 14.9 -
4-2 13.6 16.1 16.9 18.7 -
4-3 12.2 16.1 17.6 21.0 -
4-4 14.6 - - - -
4-5 14.6 14.6 14.6 14.6 -
4-6 11.9 16.3 18.0 23.0 -
4-7 13.0 17.2 18.8 23.0 -
- Indicates no data available.

 

Table 50. Life prediction estimates by scenario and traffic input percentile level, section 261013.
Site Scenario Traffic Input Percentile
50% -75% -85% -95% -99.9%
Life to Rutting Failure (years)
261013 1-0 26.0 - - - -
1-1 28.0 37.0 39.0 48.0 -
1-2 28.0 31.0 31.0 29.0 -
2-0 24.0 - - - -
2-1 26.0 34.0 37.0 41.0 -
2-2 26.0 29.0 29.0 30.0 -
2-3 26.0 40.0 43.0 99.0 -
3-0 21.0 - - - -
3-1 21.0 24.0 25.0 27.0 -
4-0 22.0 - - - -
4-1 22.0 26.0 27.0 30.0 -
4-2 23.0 39.0 49.0 99.0 -
4-3 22.0 41.0 55.0 99.0 -
4-4 23.0 - - - -
4-5 23.0 23.0 23.0 23.0 -
4-6 20.0 42.0 63.0 99.0 -
4-7 20.0 44.0 71.0 99.0 -
- Indicates no data available.

 

Table 51. Life prediction estimates by scenario and traffic input percentile level, section 271019.
Site Scenario Traffic Input Percentile
50% -75% -85% -95% -99.9%
Life to Rutting Failure (years)
271019 1-0 44.0 - - - -
1-1 44.0 51.0 53.0 59.0 -
1-2 41.0 45.0 43.0 45.0 -
2-0 41.0 - - - -
2-1 41.0 48.0 50.0 55.0 -
2-2 38.0 41.0 42.0 43.0 -
2-3 38.0 46.0 47.0 46.0 -
3-0 37.0 - - - -
3-1 37.0 39.0 39.0 40.0 -
4-0 39.0 - - - -
4-1 36.0 39.0 39.0 40.0 -
4-2 36.0 41.0 42.0 46.0 -
4-3 39.0 52.0 59.0 78.0 -
4-4 20.0 - - - -
4-5 20.0 20.0 20.0 20.0 -
4-6 16.9 22.0 24.0 29.0 -
4-7 19.0 30.0 36.0 56.0 -
- Indicates no data available.

 

Table 52. Life prediction estimates by scenario and traffic input percentile level, section 283081.
Site Scenario Traffic Input Percentile
50% -75% -85% -95% -99.9%
Life to Longitudinal Cracking Failure (years)
283081 1-0 6.8 -
1-1 6.8 6.8 6.8 6.8 -
1-2 6.0 6.4 6.8 6.8 -
2-0 5.8 -
2-1 5.8 5.9 5.9 5.9 -
2-2 5.0 5.1 5.1 5.1 -
2-3 5.1 5.9 5.9 5.9 -
3-0 5.8 -
3-1 5.8 5.9 5.9 5.9 -
4-0 6.9 -
4-1 6.8 7.0 7.0 7.1 -
4-2 6.8 7.7 7.9 8.0 -
4-3 6.8 8.9 9.8 12.0 -
4-4 9.0 -
4-5 9.0 9.0 9.0 9.0 -
4-6 7.9 10.9 12.8 15.1 -
4-7 8.0 11.8 12.9 15.8 -
- Indicates no data available.

 

Table 53. Life prediction estimates by scenario and traffic input percentile level, section 185022.
Site Scenario Traffic Input Percentile
50% -75% -85% -95% -99.9%
Life to Punchout Failure (years)
185022 1-0 20.7 - - - -
1-1 24.7 44.7 44.7 44.7 -
1-2 25.7 44.7 44.7 44.7 -
2-0 18.8 - - - -
2-1 19.3 38.7 44.7 44.7 -
2-2 21.7 29.7 34.7 24.7 -
2-3 23.7 44.7 44.7 44.7 -
3-0 32.7 - - - -
3-1 32.7 36.7 37.7 40.7 -
4-0 44.7 - - - -
4-1 44.7 44.7 44.7 44.7 -
4-2 44.7 44.7 44.7 44.7 -
4-3 40.7 44.7 44.7 44.7 -
4-4 17.7 - - - -
4-5 17.5 19.6 20.7 22.7 -
4-6 17.3 24.7 29.7 44.7 -
4-7 15.3 20.1 22.7 34.7 -
- Indicates no data available.

 

Table 54. Life prediction estimates by scenario and traffic input percentile level, section 265363.
Site Scenario Traffic Input Percentile
50% -75% -85% -95% -99.9%
Life to Slab Cracking Failure (years)
265363 1-0 45.0 - - - -
1-1 45.0 99.0 45.0 99.0 -
1-2 44.0 99.0 32.0 99.0 -
2-0 99.0 - - - -
2-1 99.0 99.0 99.0 99.0 -
2-2 99.0 99.0 99.0 99.0 -
2-3 99.0 99.0 99.0 99.0 -
3-0 99.0 - - - -
3-1 99.0 99.0 99.0 99.0 -
4-0 99.0 - - - -
4-1 99.0 99.0 99.0 99.0 -
4-2 99.0 99.0 99.0 99.0 -
4-3 99.0 99.0 99.0 99.0 -
4-4 99.0 - - - -
4-5 99.0 99.0 99.0 99.0 -
4-6 99.0 99.0 99.0 99.0 -
4-7 99.0 99.0 99.0 99.0 -
- Indicates no data available.

 

Table 55. Life prediction estimates by scenario and traffic input percentile level, section 533813.
Site Scenario Traffic Input Percentile
50% -75% -85% -95% -99.9%
Life to Slabs Cracking Failure (years)
533813 1-0 18.7 - - - -
1-1 18.7 22.0 23.0 24.0 -
1-2 18.6 23.0 24.0 23.0 -
2-0 19.8 - - - -
2-1 21.0 22.0 23.0 24.0 -
2-2 19.9 22.0 22.0 23.0 -
2-3 19.9 24.0 25.0 28.0 -
3-0 11.8 - - - -
3-1 11.8 12.1 12.7 12.8 -
4-0 14.8 - - - -
4-1 14.7 15.8 16.6 17.0 -
4-2 14.0 17.6 18.6 21.0 -
4-3 15.6 24.0 28.0 48.0 -
4-4 12.6 - - - -
4-5 10.8 11.8 12.6 12.8 -
4-6 9.8 19.9 28.0 50.0 -
4-7 11.8 21.0 25.0 50.0 -
- Indicates no data available.
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The Federal Highway Administration (FHWA) is a part of the U.S. Department of Transportation and is headquartered in Washington, D.C., with field offices across the United States. is a major agency of the U.S. Department of Transportation (DOT).
The Federal Highway Administration (FHWA) is a part of the U.S. Department of Transportation and is headquartered in Washington, D.C., with field offices across the United States. is a major agency of the U.S. Department of Transportation (DOT). Provide leadership and technology for the delivery of long life pavements that meet our customers needs and are safe, cost effective, and can be effectively maintained. Federal Highway Administration's (FHWA) R&T Web site portal, which provides access to or information about the Agency’s R&T program, projects, partnerships, publications, and results.
FHWA
United States Department of Transportation - Federal Highway Administration