understanding binder blending and diffusion in rap mixes
TRANSCRIPT
Understanding Binder Blending and Diffusion in RAP Mixes
2020 Asphalt Technical Symposium
June 16, 2020
Chris Campbell
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2020RTI20597
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Reclaimed Asphalt Pavement (RAP) Basics
100% recyclable
Environmental & economic incentives
Average RAP content in new mix increased from 15% to 20% between 2009 and 2018 (NAPA)
Incorporating RAP in new mix requires caution
• Manage stiffness of aged binder in RAP
• Ensure proper aggregate gradation and effective binder content
• Achieve proper cohesion between virgin and RAP binders, and adhesion to aggregate
How do we properly account for aged binder?
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Step I : Understand blending between RAP and virgin binders
• Evaluate binder diffusion using change in viscosity
Step II: Demonstrate binder blending in mixtures
• Use findings to validate diffusion in mixtures
• Determine average diffusion distance / binder thickness
Step III: Understand impact of binder blending in practice
• Plant Trials / Field Validation
Understanding RAP-Virgin Binder Blending
4
RAP Binder, a “black rock” or “binder blend component”?
RAP Aggregate RAP BinderVirgin BinderVirgin Aggregate Binder Blend
Extent of blending is critically important for mixture rheological & failure properties
5
What is Diffusion?
• Migration of material in the direction of concentration gradient
• Moving from two separate liquids to one homogeneous blend
Virgin RAP Homogeneous Blend
6
Step I: RAP-Virgin Binder Diffusion in Experiment
1
10
100
1 100 10000
η*,
Pa.
s
Diffusion Time, s
1
10
100
1 100 10000
η*,
Pa.
s
Diffusion Time, s
1
10
100
1 100 10000
η*,
Pa.
s
Diffusion Time, s
1
10
100
1 100 10000
η*,
Pa.
s
Diffusion Time, sRAP
aggregate
RAP binder
Virgin binder
RAP-virgin
binder
diffusion
Test in RheometerDiffusion in Mix Results
RAP
50/50 Blend
Virgin
Diffusion
Results
corrected for
effects of
oxidation &
evaporation
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Diffusion is Faster at Higher Temperature
Time to equilibrium
Diffusion at Varying Temperature
Homogenous Blend
Blending by Diffusion
• Faster Brownian motion at higher temperature increases diffusion rate
• Log of diffusion coefficient increase linearly with temperature
140130120110100
-11.5
-12.0
-12.5
-13.0
-13.5
-14.0
Temperature, °C
log
D,
m²/s
MS-58
MS-64
OTT-58
OTT-64
SAR-58
SAR-64
Blend
Dependence of Diffusion Coefficient On T
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Binders behave like liquids & blend by diffusion
Diffusion rate increases with temperature
Key Learnings during Step 1
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Film thickness & time at temperature define blending in the mix
• Distribution of thicknesses exists
• Proper binder contact may not be reached by mixing
Understanding effective binder thickness in mix is essential
Binder Blending in Mix is More Complex
10
Conditioning under N2 atmosphere at three temperatures (90, 120, 150 °C)
DSR testing in torsion, 5-10 repeats per sample
Step II: Evaluating Diffusion in Mix
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Binder Diffusion Model Tracks Mix Property Evolution
12 h
Diffusion distance = 800µm
2 days
12
-14
-13
-12
-11
-10
-9
-8
-7
-6
-5
60
80
100
120
140
160
0 15 30 45 60 75 90 105 120
log
D, m
2 /s
Tem
pe
ratu
re, °
C
Time, min
HMA T Profile
D, HMA
Diffusion coefficient decreases with mix cooling
Winter paving conditions?
Simulating Diffusion Rate at Realistic Conditions
mixing storage transport placement service
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Binder film thickness & time at temperature are critical parameters
Diffusion may not be completed during mix production
• Effective binder content may be lower than expected
Silo storage at higher temperature can assist diffusion
Key Learnings during Step 2
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Hypotheses for extended silo storage:
• Heat & time helps blending between virgin & RAP binders in plant HMA
• Improves cohesiveness of final blend & its performance
Step III: Plant Trail / Field Validation
Promoted by
silo storage
Less-uniform binder film
Lower effective binder content
Homogenous binder film
Higher effective binder content
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• Two HMA plants in Ontario, Canada, participated
• Mix samples collected at 0, 1, 4, 8, 12 hours of storage
• 24-hour samples were also collected at Plant 2
Asphalt Plants & Samples
Plant Operating Conditions & Mix Properties
Plant
Asphalt Course Surface (HL-3) Base (HL-8) Surface (HL-3) Base (HL-8)
Production Temperature (°C) 160 150-170 165 170-180
Silo Temperature (°C) 140 140 147 147
Silo Status Off-loading Off-loading Stagnant Stagnant
Production Rate (tons/h) 178 180 180 150
Virgin Binder PG 58-28 PG 52-34 PG 58-28 PG 52-34
AC Content (%) 5.0 4.7 5 4.7
RAP content (%) 15 30 20 40
Plant 1 Plant 2
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Mix Modulus Evolves During Silo Storage
• Properties of mixes change with storage time counterintuitively, despite binder aging & absorption
Increase in silo durationIncrease in silo duration
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Binder Aging During Silo Storage not Significant*
Virgin (tank)
Recovered (0h)
Recovered (12h)
Recovered (24h)
15% RAP 20% RAP
30% RAP 40% RAP
Recovered (RAP)
*PG 58-28 + Softener to PG 52-34
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Rutting Depth Reduced with Storage Time
Aging, absorption or diffusion?
0
1
2
3
4
5
RAP 15% RAP 20%
Rut de
pth
(m
m)
HL-3
0 8 12 24
0
1
2
3
4
5
RAP %30 RAP %40
Ru
t D
ep
th (
mm
)
HL-8
0 8 12 24
Plant 2Plant 2Plant 1 Plant 1
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Fatigue Performance Improved with Storage Time
• Fatigue performance improves
• VMA slightly reduces & VFA slightly increases with storage time
0
10000
20000
30000
40000
50000
60000
70000
RAP 30% RAP 40%
No. of C
ycle
s
HL-8
0 8 12 24Plant 1 Plant 2
0
10000
20000
30000
40000
50000
60000
70000
RAP 15% RAP 20%
No. of C
ycle
s
HL-3
0 8 12 24Plant 1 Plant 2
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Binder & mix properties evolve during silo storage
Binder diffusion is dominant factor in evolution of mix properties within 12 Hrs.
• Fatigue & rutting both improve as the binder film homogenizes
Caution must be exercised on binder chemistry
Binder softeners may increase binder aging during silo storage
RAP mixes evolve over time due to on-going RAP-virgin binder diffusion
Key Learnings during Step III – Field Validation
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…It depends, time & heat helps.
Is RAP binder “a black rock” or “a binder blend component”?
Thank you for your time!