Asphalt Emulsions 101: Proper Handling, Storage, … for Today Background Emulsion Applications...
Transcript of Asphalt Emulsions 101: Proper Handling, Storage, … for Today Background Emulsion Applications...
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March 22-24, 2016 | Nashville, TN | www.worldofasphalt.com
Asphalt Emulsions 101: Proper
Handling, Storage, and
Sampling
ROBERT B. MCGENNIS, PE
TECHNICAL MANAGER
HOLLYFRONTIER ASPHALT COMPANY
PHOENIX, ARIZONA
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HollyFrontier
Asphalt Company
5 Asphalt Terminals in 3 States
Catoosa, OK
Artesia, Albuquerque, Rosario, NM
Glendale, AZ
At one time…22 Grades of Asphalt Emulsions in 6 States
NM, TX, AZ, CO, CA, KS
QC labs and personnel in all terminals
All labs AMRL accredited
Who are those guys?
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Topics for Today
Background
Emulsion Applications
Composition and Manufacturing
Classification
Sampling and Testing
Handling and Storage
many stops
for questions…
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Main Goal - Learn & Have Fun
Fun!
Less fun!
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References
TRB
E-C102
Asphalt
Institute
MS-19
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Types of Asphalt
Paving Asphalt for Building
Roads (~86%)
Asphalt Cement (77%)
Cutback Asphalt (1%)
Emulsified Asphalt (8%)
Roofing Asphalt (13%)
Specialty Asphalt (1%) Source: Asphalt Institute
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Asphalt Cements for Paving
Straight run from refinery
Terminal manufactured
blend of refinery products
Produced to meet PG purchase specification
PG specs in the US
PG variants (aka “PG Plus”)
Gotta have heat
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Cutback Asphalts
Rapid Cure (RC) high volatility solvent (e.g., naphtha)
chip seals, tack coat
Medium curing (MC) moderate volatility (e.g., kerosene)
patching mix or prime coat
Slow Curing (SC) low volatility (diesel or something else)
patching mix
Gotta have solvent
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Emulsified Asphalt
Made fluid by suspending droplets in water with and emulsifying agent agent imparts charge to droplets
this is way cool!
ambient up to about 200 F
Cationic (CRS, CSS, etc.) positive charge on droplets
works best with gravels?
Anionic (RS, SS, HF, etc.) negative charge on droplets
works best with limestone?
Gotta have water
and soap
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Asphalt Emulsion Definition
When asphalt is milled into microscopic particles
and dispersed in water with a chemical emulsifier,
it becomes an asphalt emulsion.
Asphalt Institute MS-19
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Asphalt
Emulsion History
Developed in
1900-1920
spray applications (e.g. dust palliatives)
Early growth limited by grades available
Steady growth since WWII
~ 10% of paving asphalt usage
primarily maintenance applications
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Emulsion Expectations
Fluid enough to spray and cover a surface
but not run off
Viscous enough to wet and coat aggregate
Develop adhesion quickly
Hold aggregate tightly to roadway surface
Not bleed or ravel under traffic or with
changing weather conditions
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Applications
Surface Treatments
Chip seals, etc.
Cold Mixes
Asphalt Recycling
Miscellaneous
prime coat, tack coat
crack fill
others
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Reasons for Using
Asphalt Emulsions Uses less heat, less solvent…energy savings
Fewer hydrocarbon emissions
Coat damp aggregate, reduces heating, energy
requirements
Large variety of applications
Ability to use cold materials at remote sites
Most useful in maintenance applications, extend
pavement life
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What
happened
to
Dale?
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Composition of
Emulsions (%BWE) Asphalt (50 - 70%)
including diluents
Soap Solution
water (30 – 50%)
emulsifying agent (0.15 – 3%)
Other stuff (1-4%)
polymers
antistrips/adhesion promoters
extenders
rejuvenators
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Emulsifying Agents Anionic (-)
fatty acids
wood product derivatives
react with caustic to make soap
Cationic (+)
fatty amines
animal derived
react with acid to make soap
Nonionic
e.g., ethoxylated nonylphenyls
don’t have to be reacted
usually used as SS, very stable Good info at: James, TRB E-C102
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Emulsion Manufacture
(Colloid mill)
Source: Dalworth Machine Products
Asphalt, soap go in
Emulsion comes out
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Mill Parameters
Temperatures
Asphalt ~ 300 F (binder ~ 250 cP)
Soap ~ 90 F
Emulsion 170-200 F
Pressure ~ 5–60 psi (10-30 normal)
Production Range 3,000-30,000 gph
[(AC wt% × AC temp × 0.5) + (Soap wt% × Soap temp × 1.0)] = Emulsion Temp
[(AC wt% × 0.5) + (Soap wt%)]
Good info at: Baumgardner, TRB E-C102
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Asphalt Emulsion
Classification
Soap chemistry determines classification
Anionic (-)
includes high float
Cationic (+)
Nonionic
+/- oil soluble tail
water soluble head
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Emulsion “Breaks”
Droplets “coalesce” as water leaves the emulsion system
Speed of coalescence indicates classification
determined by type and amount of emulsifier
Rapid Set Medium Set Quick Set Slow Set
Spray Grade
Emulsions
Mixing Grade
Emulsions
Fast Less Fast Less Slow Slow
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Asphalt Emulsion
Classification Viscosity of emulsion
important for constructability
“1” or “2” indicates emulsion vis
Hardness of base asphalt important for
long term performance
“h” indicates hard, lower pen base
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Asphalt Emulsion
Classification High Float Emulsions - special characteristics
imparted by emulsifier to asphalt tall oil soap creates gelled asphalt
Gelled Asphalt aka “High Float” Asphalt (HF) better adherence to dusty aggr
better high temp performance
resistance to aging
more forgiving construction ops
wide variety of grades
work well with polymers
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High Float Emulsions
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Asphalt Emulsion
Classification
Presence of other stuff
polymers (P)
latex (LM)
rubber (R)
recycling/rejuvenating agents
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Residue Properties –
Elastic Recovery
Purpose detect presence of stretchy polymer dissolved in asphalt
ability of asphalt to snap back to original shape
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Emulsion Types (ASTM/AASHTO Specs)
SS-1 CSS-1
SS-1h CSS-1h
CRS-2 CRS-1
CRS-2 CRS-2P CRS-2L
HFRS-2 HFRS-2P
HFMS-2 HFMS-2P
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Emulsion Types (Selection)
SS-1 CSS-1
SS-1h CSS-1h
CSS-1P
QS-1h CQS-1h
CRS-2 CRS-1
CRS-2 CRS-2P CRS-2L
HFRS-2 HFRS-2P
HFMS-2 HFMS-2P
Fog seal, tack coat,
mixing, scrub seal
Slurry, microsurfacing
Chip Seal
Mixing
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Popular Urban Legend
Chupacabra?
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Popular Urban Legend
“For chip seals you
must use cationic (+)
emulsions with
siliceous aggregate (-)
and anionic (-)
emulsions with
calcareous (+)
aggregate!”
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“If it doesn’t
make sense
it probably
isn’t true.”
- Judge Judy
Judge Judy
Rule of Thumb
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Successful chip seal?
SOME PEOPLE DREAM OF ZERO CLAIMS
WHILE OTHER PEOPLE LIVE TO CRUSH THOSE DREAMS
s s UCCES
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Anatomy of an Asphalt Emulsion
Specification (e.g., AASHTO M316, CRS-2P)
Property Limit
Viscosity @ 122 F, sfs 100-400
Sieve Test, % 0.10 max
Storage Stab (24 hr), % 1.00 max
Demulsibility, % 30 min
Asphalt Residue, % 65 min
Penetration, dmm 90 min
Ductility @ 77 F, cm 125 min
Ductility @ 39.2 F cm 30 min
Elastic Recovery, % 50 min
Solubility, % 97.5 min
Properties
of emulsion
Properties
of base asphalt
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Sampling
No metal
sample cans!
Plastic is good,
allow to cool
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Sample
here
Not
here!
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Sample Handling (Which way is best?)
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Emulsion Storage
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Handling Rules
of Thumb
Source: Asphalt Institute
Product to Asphalt C/B, Heavy Cationic Anionic Crude Other
be Loaded Cement Fuel Oils Emulsion Emulsion Oil Stuff
Cationic Empty Empty to Okay to Empty to Empty to Clean
Emulsion no meas load no meas no meas tank
quantity quantity1 quantity
Anionic Empty Empty to Empty to Okay to Empty to Clean
Emulsion no meas no meas load no meas tank
quantity quantity1 quantity
1 consider flush with non-ionic
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Emulsion Transport
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References
TRB
E-C102
Asphalt
Institute
MS-19
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March 22-24, 2016 | Nashville, TN | www.worldofasphalt.com
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