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Multi-Stress Creep and Recovery Test Method New Specification John D’Angelo Federal Highway Administration Phone 202-366-0121 fax 202-493-2070 John.D’[email protected]

Multi-Stress Creep and Recovery Test Method New Specification · Multi-Stress Creep and Recovery Test Method New Specification John D’Angelo Federal Highway Administration Phone

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Page 1: Multi-Stress Creep and Recovery Test Method New Specification · Multi-Stress Creep and Recovery Test Method New Specification John D’Angelo Federal Highway Administration Phone

Multi-Stress Creep and Recovery Test Method New Specification

John D’Angelo Federal Highway Administration

Phone 202-366-0121 fax 202-493-2070 John.D’[email protected]

Page 2: Multi-Stress Creep and Recovery Test Method New Specification · Multi-Stress Creep and Recovery Test Method New Specification John D’Angelo Federal Highway Administration Phone

Neat PG58-28 at multiple temperatures

0

0.5

1

1.5

2

2.5

3

10 100 1000 10000 100000Stress Pa

Jnr

58C64C70C

5

10

15

20

25

30

Neat binders are typically linear up to 3.2 kPa or higher

Page 3: Multi-Stress Creep and Recovery Test Method New Specification · Multi-Stress Creep and Recovery Test Method New Specification John D’Angelo Federal Highway Administration Phone

BBRS3 PG 64-22

0

2

4

6

8

10

0.01 0.1 1.0 10 100

stress kPa

J nr k

Pa-1

66.1 58 64 70

Page 4: Multi-Stress Creep and Recovery Test Method New Specification · Multi-Stress Creep and Recovery Test Method New Specification John D’Angelo Federal Highway Administration Phone

PG 82-22

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

10 100 1000 10000 100000stress Pa

Jnr

58C64C70C76C83C calc

1

2

3

4

5

6

7

8

9

10

Stress sensitivity increases with temperature. At 70C little

stress sensitivity at 82 very sensitive.

Page 5: Multi-Stress Creep and Recovery Test Method New Specification · Multi-Stress Creep and Recovery Test Method New Specification John D’Angelo Federal Highway Administration Phone

SBS PG 70-28 SBS

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

10 100 1000 10000 100000Stress Pa

Jnr

58C64C70C76C72C calc

1

2

3

4

5

6

7

8

9 Compliance values increase with

temperature and stress. The rate of increase with stress increases with

increased temperature.

Page 6: Multi-Stress Creep and Recovery Test Method New Specification · Multi-Stress Creep and Recovery Test Method New Specification John D’Angelo Federal Highway Administration Phone

ETG Wax study

Page 7: Multi-Stress Creep and Recovery Test Method New Specification · Multi-Stress Creep and Recovery Test Method New Specification John D’Angelo Federal Highway Administration Phone

ETG Wax study

0

2

4

6

8

10

12

0.01 0.1 1 10 100

Jnr 1

/kPa

Stress kPa

Chart Title

R-91-0 64C

R-91-1 64C

R-91-2 70C

R-91-3 64C

R-91-4 70C

R-91-5 70C

R-91-6 58C

R-91-7 70C

R-91-8 58C

R-91-9 58C

91-0 Lion Oil PG64-22 Control 91-1 Montan (lignite wax) 91-2 Asphaltan A (blend, possibly of montan, and EBS) 91-3 Asphaltan B (refined lignite wax) 91-4 Licomont BS100 (Ethylene bis-stearamided (EBS)) 91-5 Sasobit (Fischer-Tropsch) 91-6 Luxco Pitch (crude stearic acid pitch) 91-7 Alphamin GHP (polyethylene wax) 91-8 Montan LGE (ester wax) 91-9 Astra Wax 3816D (refined slack wax)

Page 8: Multi-Stress Creep and Recovery Test Method New Specification · Multi-Stress Creep and Recovery Test Method New Specification John D’Angelo Federal Highway Administration Phone

Highly modified binder MSCR stress sweep .1 to 6.4kPa

-50

150

350

550

750

950

1150

-50 50 150 250 350 450 550 650 750

% s

trai

n

time s

Page 9: Multi-Stress Creep and Recovery Test Method New Specification · Multi-Stress Creep and Recovery Test Method New Specification John D’Angelo Federal Highway Administration Phone

Jnr change with stress increase

-0.015

-0.01

-0.005

0

0.005

0.01

0.015

0.02

0.1 1 10

Jnr

log stress kPa

Jnr vs stress

Page 10: Multi-Stress Creep and Recovery Test Method New Specification · Multi-Stress Creep and Recovery Test Method New Specification John D’Angelo Federal Highway Administration Phone

Correction of Jnr Diff

Increase the low stress from .1 to .8 kPa still in the linear range for most AC’s

Consider going to Jnr slope Arizona procedure. Keep original recommendation of waive Jnr diff

for E grades.

Page 11: Multi-Stress Creep and Recovery Test Method New Specification · Multi-Stress Creep and Recovery Test Method New Specification John D’Angelo Federal Highway Administration Phone

Jnr Slope

Jnr diff (Jnr3.2 – Jnr0.1)/Jnr0.1

Jnr diff slope (Jnr3.2 – Jnr0.1)/3.1 or (Jnr0.8 – Jnr3.2)/2.4

Page 12: Multi-Stress Creep and Recovery Test Method New Specification · Multi-Stress Creep and Recovery Test Method New Specification John D’Angelo Federal Highway Administration Phone

New Arizona State Procedure

Page 13: Multi-Stress Creep and Recovery Test Method New Specification · Multi-Stress Creep and Recovery Test Method New Specification John D’Angelo Federal Highway Administration Phone

Comparison of Jnr diff to slope

-3000.0

-2500.0

-2000.0

-1500.0

-1000.0

-500.0

0.0

500.0

1000.0

1500.0

2000.0

-10.0

-5.0

0.0

5.0

10.0

15.0

20.0

25.0

30.0

35.0

-0.10 0.10 0.30 0.50 0.70 0.90 1.10 1.30 1.50

Jnr d

iff

Jnr d

iff S

lope

Jnr 3.2

Page 14: Multi-Stress Creep and Recovery Test Method New Specification · Multi-Stress Creep and Recovery Test Method New Specification John D’Angelo Federal Highway Administration Phone

Next steps

Collect data on Jnr slope Collect data on Jnr0.8kPa to calculations of

both slope and Jnr diff