Establishment of Rutting Model of Wheel-Tracking Test for Real-Time Prediction of Rut Depth of Asphalt Layers
Table 8
Data summary for the establishment of the permanent deformation prediction model of the wheel-tracking test.
Group
P38 (%)
P4 (%)
P200 (%)
Vbeff (%)
Va (%)
RD (mm)
1
14.2
42.7
8
9.45
5.0
2.086
2
14.2
42.7
8
9.49
4.6
1.961
3
14.2
42.7
8
9.51
4.4
1.490
4
14.2
42.7
8
10.15
4.3
1.585
5
14.2
42.7
8
10.20
3.8
1.479
6
14.2
42.7
8
10.21
3.7
1.657
7
14.2
42.7
8
10.83
3.7
3.263
8
14.2
42.7
8
10.90
3.1
3.966
9
14.2
42.7
8
10.92
2.9
4.449
10
20.2
48.7
6
9.43
4.8
2.398
11
20.2
48.7
6
9.47
4.4
1.729
12
20.2
48.7
6
9.49
4.2
1.315
13
20.2
48.7
6
10.14
4.0
2.563
14
20.2
48.7
6
10.17
3.7
1.601
15
20.2
48.7
6
10.19
3.5
1.636
16
20.2
48.7
6
10.87
3.0
3.822
17
20.2
48.7
6
10.90
2.7
3.915
18
20.2
48.7
6
10.92
2.6
4.451
19
26.2
54.7
4
9.17
6.9
3.955
20
26.2
54.7
4
9.21
6.4
3.823
21
26.2
54.7
4
9.25
6.0
3.011
22
26.2
54.7
4
9.90
5.8
4.141
23
26.2
54.7
4
9.93
5.5
4.960
24
26.2
54.7
4
9.96
5.2
5.319
25
26.2
54.7
4
10.59
5.0
5.689
26
26.2
54.7
4
10.66
4.4
5.920
27
26.2
54.7
4
10.68
4.2
6.968
28
22.7
52.4
5.2
8.19
8.7
1.467
29
25.2
56.2
4.3
6.51
10.6
2.485
30
17.7
44.9
6.8
11.81
3.1
6.044
31
15.2
41.2
7.7
13.41
2.5
6.474
32
20.2
48.7
6
10.00
5.3
2.996
33
33.2
56.2
6.6
8.31
5.2
2.193
34
33.2
56.2
6.6
8.32
5.0
2.155
35
33.2
56.2
6.6
8.33
4.9
2.126
36
33.2
56.2
6.6
8.96
4.7
2.068
37
33.2
56.2
6.6
9.00
4.3
1.936
38
33.2
56.2
6.6
9.01
4.2
1.919
39
33.2
56.2
6.6
9.62
4.1
1.862
40
33.2
56.2
6.6
9.67
3.7
1.711
41
33.2
56.2
6.6
9.69
3.5
2.131
42
39.2
62.2
4.6
8.46
5.0
1.758
43
39.2
62.2
4.6
8.47
4.9
1.669
44
39.2
62.2
4.6
8.50
4.6
1.522
45
39.2
62.2
4.6
9.14
4.3
1.703
46
39.2
62.2
4.6
9.16
4.1
1.635
47
39.2
62.2
4.6
9.17
3.9
1.352
48
39.2
62.2
4.6
9.83
3.4
2.965
49
39.2
62.2
4.6
9.87
3.1
3.223
50
39.2
62.2
4.6
9.88
3.0
3.368
51
45.2
68.2
2.6
8.34
6.4
2.985
52
45.2
68.2
2.6
8.39
5.9
2.726
53
45.2
68.2
2.6
8.41
5.6
2.667
54
45.2
68.2
2.6
9.09
4.9
3.418
55
45.2
68.2
2.6
9.11
4.7
3.227
56
45.2
68.2
2.6
9.14
4.4
2.982
57
45.2
68.2
2.6
9.73
4.5
4.710
58
45.2
68.2
2.6
9.77
4.1
4.409
59
45.2
68.2
2.6
9.78
4.0
4.653
60
39.2
62.2
4.6
9.04
5.3
1.796
Note. P38 is the cumulative percent retained on a 3/8-inch sieve. P4 is cumulative percent retained on no. 4 sieve. P200 is the percent passing no. 200 sieve. Vbeff is effective asphalt content. Va is the air voids of asphalt mixture.
