Optimization of Traffic Data Collection for Specific Pavement
Design ApplicationsAppendix 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. |
|