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Use of Evotherm for Asphalt Rubber Paving Applications RPA 2012 Annual Meeting February 17 th , 2012

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Use of Evotherm for Asphalt – Rubber Paving Applications

RPA 2012 Annual Meeting

February 17th, 2012

2

Outline

• Current state of practice with WMA

• FHWA perspective

• What is Evotherm

• Benefits of using Evotherm with AR • Environmental benefits

• Constructability benefits

• Performance benefits

• Summary

3

Background

4

Why Warm-Mix ?

• Since the ’70’s, fuel costs have nagged the asphalt paving industry.

In 1997, the Kyoto Protocol (read international law) was adopted by most nations to reduce CO2 & other GHG’s.

For decades, the asphalt industry has been in a protracted controversy regarding the health effects of exposure to fumes.

5

Why Warm-Mix ?

• Since the ’70’s, fuel costs have nagged the asphalt paving industry.

• In 1997, the Kyoto Protocol (read international law) was adopted by most nations to reduce CO2 & other GHG’s.

For decades, the asphalt industry has been in a protracted controversy regarding the health effects of exposure to fumes.

Signatories in green.

Countries with 0% reduction targets for

2008-2012 in red.

6

Why Warm-Mix ?

• Since the ’70’s, fuel costs have nagged the asphalt paving industry.

• In 1997, the Kyoto Protocol (read international law) was adopted by most nations to reduce CO2 & other GHG’s.

• For decades, the asphalt industry has been in a protracted controversy regarding the health effects of exposure to fumes (blue smoke).

7

Why Warm-Mix ?

The IARC results were disseminated across the globe in the

industrial hygiene literature.

They stoked a fire in

the U.S. & EU asphalt

industries.

8

FHWA Perspective

9

FHWA Perspective

Implementation of warm-mix in the US is proceeding rapidly

10

What is Evotherm

• The specialty surfactants improve the lubricity of the binder

• Workability and compactability are enhanced

• Surfactants are also adhesion promoters, improve resistance to moisture damage

100

200

300

400

500

600

180 220 260 300

To

rqu

e (

in-lb

)

Temp. (F)

Workability of PG76-22 Dense-Graded Mix Containing 25% RAP

HMA

0.6% Evotherm

• Surfactant based, chemical additive package

• Added to the bitumen @ 0.3 – 0.7% w/w

11

Evotherm Usage

In 2005, there

were only four

EVOTHERM

pavements in

the U.S.A.

12

Evotherm Usage

EVOTHERM Used

EVOTHERM Used & DOT Approved

No cited use of EVOTHERM

5 X 3 70 70 70

44

78

37

35

75

40

90

13

Benefits of Using Evotherm Warm Asphalt Additive

14

Benefits of Evotherm

• Environmental benefits

• Reduced emissions

• Reduced fuel consumption

• Constructability benefits

• Improved compaction

• Extended haul / season

• Reduced thermal segregation

• Performance benefits

• Improved resistance to deformation – Rutting and cracking

• Improved resistance to moisture damage

15

Environmental Benefits

16

Lower Emissions

Hot Mix

17

Reduced Emissions

HMA Control

EVOTHERM

18

Reduced Plant Emissions

Hot Mix @ 155 °C Evotherm Warm-Mix @ 120 °C

19

Lower Stack Emissions with Evotherm compared to HMA

200 °F Evotherm, 310°F HMA control

-90%

-80%

-70%

-60%

-50%

-40%

-30%

-20%

-10%

0%

Fuel CO2 CO SO2 Nox TPM

20

Reduced Emissions

Mexico City municipal government owns & operates two mix plants, which

now produce Evotherm mix 100% of the time (one of many measures in the city to reduce smog).

21

Reduced Emissions

22

Constructability Benefits

23

Constructability Benefits

• Improved compaction

• Long haul distances and extended paving seasons

• Quicker opening to traffic

• Compaction of stiffer mixes (more crumb rubber)

• Reduced thermal segregation of warm-mixes

24

Improved Compaction

4

4.5

5

5.5

6

6.5

7

7.5

8

8.5

60 70 80 90 100 110 120 130 140 150 160

Compaction Temp (deg C)

Air

Void

s (

%)

Evotherm

HMA

Evotherm

HMA

Roughly 30ºC

difference is

maintained between

the Evotherm and

the HMA curves

across the range

of compaction

temperatures.

30ºC Difference

25

Improved Compaction

12.5mm asphalt rubber gap graded mixes. HMA prepared @ 165C;

WMA prepared @ 135C

26

Improved Compaction

Improved

Compactability Extended Haul Distances

Slower

Heat loss

Expanded Season /

Cold Weather Paving

Better in-place density

Improved Thin-Lift

Capabilities

Higher CRM Use

27

Ability to Compact Stiffer Mixes

HMA

+ 20%RAP

EVO

+ 20%RAP

EVO

+ 28%RAP

EVO

+ 35%RAP

Penetration (mm)

Viscosity (cP)

Ductility (mm)

DSR @64C (kPa)

MSCR

DSR @ 70C (kPa)

BBR -12C

29

25920

38

7.35

26

3.48

0.394

39

16087

79

4.39

42

2.11

0.437

32

16738

54

5.74

37

2.91

0.406

28

23470

42

7.56

32

3.59

0.393

Possibility of adding more crumb rubber ??

28

Thermal Segregation

Associated with poor pavement performance.

Resists adequate compaction even after aggressive rolling

Higher permeabilities due to lower density

Lower shear strength

Increased binder oxidation

Reduced life of the road

29

62 Deg Difference

30

24 Deg Difference

31

Constructability Benefits - Examples

32

Constructability Benefits - Examples

33

Constructability Benefits - Examples

• January 2011

• Low ambient temperatures (4 – 6 ̊C)

• 12.5mm rubberized dense graded mix

• 2” thick lift

• ~130 ̊C Production temperatures

• ~90 ̊C breakdown temperature

National Highway – 10; Delhi – Rohtak, India

34

NH – 10; India

WMA

HMA

35

Performance Benefits of Evotherm Warm-mixes

36

Performance Benefits

• Resistance to rutting

• Resistance to moisture damage

• Reduced cracking potential and increased fatigue life

• Extended binder life

37

Tandem-wheel truck tire,

40kN (9000 lb) load;

Pavement temperature is

50 ± 4°C at 50 mm below surface

Research conducted by David Jones, University of California Pavement

Research Center, Davis, California, for California Transportation Dept.

CalTrans – HVS Study

38

CalTrans Heavy Vehicle Simulator

0

2

4

6

8

10

12

14

0 50,000 100,000 150,000 200,000 250,000 300,000

Tota

l R

ut

(mm

)

Number of Load Repetitions

600FD

602FD

39

TTI Overlay Tester Results - Granite

29 54108

41 58

841

634593

321

597

0

100

200

300

400

500

600

700

800

900

Cycle

s t

o F

ail

ure

Hot Mix

Evotherm

* Test stopped

*

*

40

TTI Overlay Tester Results - Limestone

31 21 20 30 26

419

490

345 334

397

0

100

200

300

400

500

600

Cycle

s t

o F

ail

ure

Hot Mix

Evotherm

41

Longer Lasting Roads

Hundreds of projects; > 10,000 miles

10+ independent studies

More than 20 DOT Evaluations

Projects in 40 states, 8 provinces, 10 countries

20+ million ESAL’s on NCAT Test Track with less than 2 mm of rutting

42

Resistance to Moisture Damage

Evotherm has been approved as a liquid anti-strip

• Alabama • Florida • Illinois

• Iowa • Missouri • North Carolina

• Tennessee • Virginia • Washington

Enables replacement of lime or liquid anti-strip in the mix design while achieving best-in-class warm mix asphalt

performance.

43

Resistance to Moisture Damage

44

Conclusions

45

Evotherm Difference

Easy to Use

• Any mix plant

• No equipment to purchase or maintain

• Drop-in laboratory evaluations

Lowest Temperatures

Proven Performance

46

Evotherm Difference

Easy to Use

Lowest Temperatures • Reduced thermal segregation

• Lower emissions

• Reduced fuel consumption

• Long hauls

• Extended season

Proven Performance

47

Evotherm Difference

Easy to Use

Lowest Temperatures

Proven Performance • Improved Compaction

• Increased RAP Content

• Longer binder life

48

Tejash Gandhi, PhD

MWV Specialty Chemicals

864.650.5685

[email protected]

Questions ?