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Asphalt Rubber Blending
By
Jack Van Kirk
Director of Asphalt
Technology
George Reed Inc.
CalAPA Fall Conference
October 28 - 29, 20015
Sacramento, CA
Asphalt Rubber Binder
• How do you produce it?
• Quality control?
• Binder components?
• How do you design it?
• How do you test it?
• Critical factors?
Asphalt Rubber Binder
• Uses a minimum of 20 +/- 2 % crumb
rubber
• Uses 10 mesh (2mm) crumb rubber
• Reacts/interacts crumb rubber for a
minimum of 45 min. at elevated
temperatures
• Modifies original properties of asphalt
cement
Asphalt
Rubber
Conventional or
Modified
Asphalt
How is Asphalt Rubber Produced?
• Specialized equipment and binder
blended on-site
• High shear blender for mixing crumb
rubber with asphalt
• Reaction tank with adequate agitation
to assure proper reaction
• All materials are metered-in
Asphalt Rubber Blending Schematic
Crumb
Rubber
Asphalt Storage
Tank
Heat Tank
High Speed
Blender
Reaction VesselBinder
Pumped
to Plant
Rubber Weigh Hopper
Heater-Blender
Reaction Vessel
Reaction Vessel
Augers and
Direct Fire Heating
Binder Storage Vessel
Computer Controlled Metering
MPQP Requirements
High Shear
Blender
Computer
Controlled
Key is to have
proper blending
of components
Chip Seal
Plant Site Set-up
Quality Control
• Materials sampling and
testing
• Field binder testing - hand
held viscometer
Materials Sampling
• Components of the binder must be
sampled and tested
• Asphalt rubber binder must be
sampled from a point that will
provide a representative sample
Quality Control/Quality Assurance
• QC- testing performed
by contractor to ensure
production is in control
• QA- testing performed
to accept/reject the
product
On-Site Qc for
Asphalt Rubber Binder
Components of the
Asphalt Rubber Binder
• Crumb rubber modifier (CRM)
• Asphalt cement
• Asphalt modifier
Paving Asphalt
• PG 64-16 and PG 58-22 asphalt
(80 +/- 2 %) (hot environments
PG 70-10)
• Conform to Section 92 “Asphalts”
of the Standard Specifications
Crumb Rubber Modifier
(CRM)
• Scrap tire CRM (18 – 22 %)
• Max. 0.01 % wire (by wt. Of
CRM)
• Max. 0.05 % fabric (by wt. Of
CRM)
• It must be a very clean rubber
Crumb Rubber
Laboratory Binder Design
• Asphalt heated to 400 to 425°F
• Asphalt modifier added to asphalt
• Crumb rubber blended into asphalt/asphalt
modifier blend
• Reacted for a minimum of 45 minutes
• Agitated (stirred) frequently during reaction
period
• Properties tested over 24 hour period
Compatibility of components
Binder Profile
Test 45
Minute
s
60
Minute
s
90
Minutes
120
Minutes
240
Minutes
360
Minutes
1440
Minutes
Viscosity
@ 375°F
3600 3450 3100 2800 2200 2000 1800
Cone
Penetrati
on @
77°F
30 34 32
Resilience
, %
Rebound
@ 77°F
51 56 51
Softening 166 165 163.5
Minimum
reaction point
Typical Reaction Curve
Asphalt Rubber Binder
Properties
• Cone penetration
• Resilience
• Field softening point
• Viscosity
Cone Penetration
Resilience
Softening Point
• Disc of asphalt material is
prepared
• Ball bearing placed on top
• Placed in water or glycol
• Water heated up at a slow
constant rate
• Softening point is temperature
at which ball falls through
Hand Held Viscometer
• Haake/Rion viscometer or equivalent
• Viscometer must be calibrated
• Viscosity range 1500 - 4000 cp
@ 375°F
• Target viscosity: hot mix binder is about 2500
- 3500 cp, chip seal binder 1800 – 2200cp
• Viscosity is a very good indicator of other
binder properties
Critical Factors Affecting
Asphalt Rubber Binder
• Grade and source of base
asphalt
• Amount of crumb rubber
• Gradation of crumb rubber
• Reaction time and temperature
Rubber particles
in the binder help fight cracking
20 % CRM
HighViscosity
Current Use
Asphalt Rubber Strategies
• Asphalt Rubber Hot Mix
(Gap graded and open graded)
• Asphalt Rubber Chip Seal
• Asphalt Rubber Cape Seal
• Multi-Layer Systems
Properly blended binder
Good performing
pavement strategy
Results in
Thank You

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Asphalt Rubber Blending