254


Table 6.16


Comparison of the Asphalt Concrete Modulus
for the Test Sections


Test Mile Post t Mean AC Modulus, E1 (ksi)
Test Mile Post te1
 1 Temperature
Road NumberF) Rheology Dynaflect FWD
 (in.)' (F) Rheology Dynaflect FWD


SR 26A

SR 26B

SR 26C

SR 24

US 301

US 441

I-10A

I-10B

I-10C

SR 15B

SR 15A

SR 715

SR 715

SR 15A

SR 12

SR 15C

SR 15C


11.912

11.205

10.168

11.112

21.580

1.236

14.062

2.703

32.071

4.811

6.546

4.722

4.720

6.546

1.485

0.055

0.065


171.3

406.5

171.3

338.3

256.6

289.6

60.8

113.2

66.9

90.5

85.0

92.6

92.6

85.0


8.0

8.0

6.5

2.5

4.5

3.0

8.0

7.0

5.5

7.0

8.5

4.5

4.5

8.5

1.5

6.75

6.75


80.3

80.3


171.5

360.0

171.5

338.3

250.0

290.0

65.0

113.0

67.0

150.0*

150.0*

92.6

92.6

85.0

400.0

80.0

150.0


171.5

360.0

171.5

338.3

250.0

290.0

100.0*

100.0

120.0*

90.5

150.0*

92.6

92.6

85.0

400.0

80.0

150.0


* Significant differences between
 recovered asphalt and Dynaflect


E, predicted from
or FWD E values.


rheology of