Table 2 MSCR results showing Jnr, R%, and Jnr difference for binder samples at two stress levels.

From: Performance evaluation of rejuvenators in recycled asphalt mixtures based on mechanical and rheological properties

Sample

Stress (kPa)

Jnr

R (%)

Jnr difference

Base

0.1

6.72240

2.32401

12.89451

3.2

7.58922

0.04937

WEG1

0.1

1.23348

11.75454

10.00066

3.2

1.35683

4.05310

WEG2

0.1

0.94945

15.78428

12.05340

3.2

1.06389

5.61187

WEG3

0.1

0.93627

13.80339

14.95393

3.2

1.07628

4.83070

WED1

0.1

1.27707

12.68845

19.56190

3.2

1.52689

3.73714

WED2

0.1

0.40162

27.25244

16.55636

3.2

0.46812

11.22422

WED3

0.1

1.31152

9.85078

12.34709

3.2

1.47346

3.62686

WCO

0.1

4.64194

3.69322

17.92326

3.2

5.47393

0.65619

CY

0.1

2.06878

7.56605

16.98587

3.2

2.42018

1.44286

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