262
Table 6
.20 Ratios of Dynaflect
Moduli to
FWD Moduli for
Test Sections
Test
Road
Mile Post
Number
E(DYN)/E(FWD)
AC
Base
Subbase
Subgrade
SR 26A
11.912
1.00
1.40
1.56
0.78
SR 26B
11.205
1.00
1.00
1.33
0.72
SR 26C
10.168
1.00
1.22
1.27
1.12
SR 24
11.112
1.00
1.40
1.88
1.00
US 301
21.580
1.00
2.67
1.71
1.54
US 441
1.236
1.00
1.55
1.71
1.38
I-10A
14.062
0.65
1.05
1.12
0.81
I-10B
2.703
1.13
1.33
1.30
1.40
I-10C
32.071
0.56
1.24
1.70
0.87
SR 15B
4.811
1.66
2.27
1.50
0.79
SR 15A
6.549
1.00
1.26
1.01
0.64
SR 15A
6.546
1.00
1.89
1.86
0.71
SR 715
4.722
1.00
1.67
2.00
0.55
SR 715
4.720
1.00
1.00
1.73
0.52
SR 12
1.485
1.00
3.87
3.75
1.43
SR 15C
0.055
1.00
3.00
6.25
0.56
SR 15C
0.065
1.00
2.10
1.70
0.55