Asphalt Sept 12,2010
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Transcript of Asphalt Sept 12,2010
![Page 1: Asphalt Sept 12,2010](https://reader033.fdocuments.us/reader033/viewer/2022061107/544cf606af7959f7138b4a08/html5/thumbnails/1.jpg)
Nanotechnology
Future of Asphalt Pavements
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TYPICAL CONSTRUCTION DESIGN
WEARING COURSE
BINDER COURSE
BASE COURSE
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• Chemically Reactive
• Anti-stripping Additive
• Asphalt Modifier
ZYCOSOIL FEATURES
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Hydrophilic polar aggregates get converted to non-polar Hydrophobic aggregates by nano modification, at processing temperatures of HMA
THE CHEMISTRY - THEORY
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ZYCOSOIL - THE CHEMICAL ACTION
O
SiO
Si
O
Si
O
Si
O
Si
O
Si
O
Si
O
O
Si
O
OO
O
Si
O
O
O
Si
O
O
O
Si
O
OO
O O
O
O
Si
O
O
O
Si
O
O
O
Si
O
O
Si Si Si Si Si SiSi
O
OO
OO O O O
O
O O
O O
O
S i
O
S i
O
S i
O
S i
O
S i
O
S i
O
S i
O
O
S i
O
O HO H
O
S i
O
O
S i
O
O H
O
S i
O
OO
O O
O
O
S i
O
O H
O
S i
O
O H
O
S i
O
O HO H
Soil / Clay / Sand / Aggregate surface silicate structure
Zycosoil creates
molecular level
hydrophobic zone
(water repellent)
Particle surface
-OH groups make surface very hydrophilic (water loving)
Particle surface
Soil / Clay / Sand / Aggregate surface silicate structure after Zycosoil reaction
Newly formedAlkyl Siloxane Nano layer 4-6 nm
InternalSiloxane bonds
Silanol Groups
O C
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Zycosoil eliminates Asphalt Stripping
TSR Value (AASHTO T283) > 90 %
ANTISTRIPPING ADDITIVE
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Improves
Tensile Strength
Marshall Stability
Flow Value
Rut Resistance
ASPHALT MODIFIER
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Aggregate Non UniformitySingle Rock gives Good and Poor quality aggregates
Aggregates Dust Coating - A RealityCauses Reverse Emulsification of asphalt binder leading to stripping
Marginal and Quartzite Aggregates Rejected for asphalt concrete
Increased RAP content Leads to Raveling
EXISTING TECHNOLOGIES - ISSUES
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WATERPROOF DEPOSITED DIRT ON AGGREGATE
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1. Improve Anti-stripping Performance
2. Lower Rut Resistance
3. Lower Fatigue Resistance
4. Handling issue – Corrosive & Bad Smell
ANTISTRIPPING ADDITIVE - AMINES
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1. Improves Anti-stripping and Rut Resistance
2. Reacts to form calcium silicate. Also interacts and binds carboxylated asphaltenes
3. Needs Wet Mixing, 1-2 % lime with aggregates. Requires 24 hours marination and extra fuel for drying
4. Dry mixing leads to marginal improvement
5. Its particulate nature does not allow 360 degree reactivity
ANTISTRIPPING ADDITIVE – HYDRATED LIME
![Page 12: Asphalt Sept 12,2010](https://reader033.fdocuments.us/reader033/viewer/2022061107/544cf606af7959f7138b4a08/html5/thumbnails/12.jpg)
Reactive anti-strip agent
Eliminates stripping (debonding)
Improves rut resistance
Improves compaction by 1 to 1.5% on the field
Glossier pavements
Does not impart any odor to the asphalt binder or asphalt mix, improved working environment
Neutral, does not cause any corrosion andskin irritation unlike lime or amines
BENEFITS
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Asphalt microstructure is a continuous three dimensional association of polar “Asphaltene” (5-15%) molecules dispersed in a fluid of non-polar "Maltene” (85-95%) molecules
ASPHALT BINDER - COMPOSITION
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TYPICAL AGGREGATE ZYCOSOIL REACTED AGGREGATE
Zycosoil converts Polar silanol groups to Non-polar Alkyl Siloxane
AGGREGATE SURFACE MODIFICATION
Polar Silanol Groups
Non-polar Alkyl Siloxane
Zycosoil
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ASPHALT WETTING
Interface layer Clay/Stone powder/Air
Improves Wetting on aggregates
Pinhole free surface
Asphalt
Control With Zycosoil
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TYPICAL INTERACTION ZYCOSOIL INTERACTION
Polar - Polar Interaction
Asphalt Binder
Aggregate
5-15 % Asphalt participates in Bonding
85-95 % Asphalt participates in Bonding
AGGREGATE-ASPHALT BINDER INTERACTION
10-20 fold
Non Polar – Non Polar Interaction
Increase
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AASHTO T182 at 60°C
Basalt Aggregate (DBM) : 45% 20 mm, 10% 10 mm, 45% less than 6 mm with stone dust
Asphalt Grade: AC-20 (VG-30, 60-70 penetration grade)
* Less than 85% Fail, (as per specified standards)
STATIC IMMERSION TEST
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BONDING –HYDROGEN / CHEMICAL
Hydrogen bond Liquid Amines
Strength for H….N and H….O is 3-9 Kcal/mole.These bonds break down at 70-90 oC
Chemical bond Zycosoil
Strength for Si-C and Si-O-Si is 90-140 Kcal/mole. These bonds break down over 300 oC
Anti-stripping properties of liquid amines is based on hydrogen bonding, while Zycosoil is based on chemical bonding
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BOIL TEST ASTM D 3625, 2 hour conditioning at 135°C
Basalt Aggregate (DBM) : 45% 20 mm, 10% 10 mm, 45% less than 6 mm with stone dust
Asphalt Grade: AC-20 (VG-30, 60-70 penetration grade)
* Less than 75% Fail, (as per specified standards)
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All control samples showed significant amount of stripped asphalt binder floating in water
ANTISTRIPPING – 6 HOUR BOILING
Untreated Treated
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BOILING TEST ASTM D3625
Boil test : 6 hr, Dolomite Aggregate Keystone Quarry, Maryland, USA
Asphalt Grade – resistance to moistureAAD 1 : very poor ; AAM 1 good AAD 1 & AAM 1 sourced from FHWA, SHRP, USA
Test sample Color & Tack Coated Aggregates % (approx.)
AAD 1 + No additive
Discolored brownish mass,
no tack
10-20%complete failure
AAD 1 + 0.1% Zycosoil
Black, tacky 95%
AAM 1 + No additive
Discolored brownish mass,
no tack
20 -30%complete failure
AAM 1 + 0.1% Zycosoil
Black, tacky >95%
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Chicago testing Laboratory Inc.
TENSILE STRENGTH AASHTO T283
N 70 Superpave Mix with 20 % RAP ( Illinois DOT approved mix)
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Georgia, USA Granites with PG 64-22 Asphalt binder
Increased TSR values indicate significant improvement in the moisture resistance of the HMA mixtures.
TSR 0.82 TSR 0. 95 TSR 1.00
TSR VALUE
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Red lines Control Hot-Mix ;Blue lines Zycosoil Modified Hot-Mix.
-20
-18
-16
-14
-12
-10
-8
-6
-4
-2
0
0 5000 10000 15000 20000 25000
Number of Passes
Ru
t D
ep
th, m
m
UDOT Limit
C ontrol
HAMBURG WHEEL TEST – RUT RESISTANCE
Moisture sensitive Dolomite AggregateKeystone Quarry under wet condition at 50 oC
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Measure Control hot mix
Zycosoil modified hot mix
SIP 4600 11000
Rut Depth 10 mm Utah DOT
9300 14300
Moisture sensitive Dolomite AggregateKeystone Quarry under wet condition at 50 oC
HAMBURG WHEEL TEST – RUT RESISTANCE RESULTS
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Control 4223
0.05 % Zycosoil 5692
Testing under wet condition at 60 oC instead of 50 oC normally obtained
HAMBURG WHEEL TEST – RUT RESISTANCE SIP VALUE
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COMPACTION
Air Voids of Mix Design Asphalt Concrete (4.9 % Binder, Maryland Aggregates)
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MARSHALL STABILITY & FLOW VALUE ASTM D1075 : AASHTO T165 at 60 oC, 24 hrsBasalt aggregate: 45% 20mm, 10% 10mm, 45%
less than 6mm with stone dust
Flo
w
Val
ue
2.7
2.71
3.052.85
3.13.023
2.95 3.14
3.09
3.182.78
Zycosoil improves Marshall Stability significantly while maintaining the flow value. Maximum gain happens in the CRMB mix
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MARSHALL STABILITY STRENGTH ASTM D1075 : AASHTO T165 at 60 oC, 24 hrs
Basalt aggregate: 33% 20mm, 24% 10mm, 41% less than 6mm with stone dust
% Binder Content with 0.1 % Zycosoil
Flo
w
Val
ue
Control
3 3.8 3.35 3.2 2.61
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MARSHALL STABILITY & FLOW
VALUE ASTM D1559
Field Results, California, USA
0.1 % Zycosoil added to 5.85 % Asphalt Grade PG 64-22
High stability and high Flow Value indicates more area under the stress- strain curve. Improved Fatigue resistance
Sample Specific Gravity
Density Stability Flow Air Voids
pcf lbs 0.01inch
%
1 2.455 152.8 10246 15 2.4
2 2.442 152 9407 16 2.9
3 2.443 152 9741 15 2.9
Avg 2.447 152.3 9798 15 2.7
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HVEEM STABILOMETER TEST CT 304, 356
Briquette Number
Height -Inches
Relative stability
1 2.5 42
2 2.51 41
3 2.51 42
Avg 2.51 42
Specified Standard for California •Rural Roads 32 - 34•City Roads 34 -36 •Highways 37 – 38
Field Results, California, USA
0.1 % Zycosoil added to 5.85 % Asphalt Grade PG 64-22
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Sample Viscosity Pa S
Control 0.470
Zycosoil (0.05 %) 0.468
Zycosoil (0.1 %) 0.458
AASHTO T 316 AT 135 OC, PG 64-22 BINDER
Lower viscosity of the Zycosoil containing asphalt binders is good for mixing and wetting and also results in relatively lower mix temperatures
ROTATIONAL VISCOSITY TEST
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AASHTO T 315 AT 64 OC, PG 64-22 BINDER
Sample G* kPa Phase Angle
G*/Sin δkPa
Specification
Control 1.44 86.4 1.44
> 1.00 kPaZycosoil (0.05 %)
1.56 86.4 1.57
Zycosoil (0.1 %)
1.55 86.4 1.55
Addition of Zycosoil improved complex modulus G*/sinδ (binder stiffness) with the same visco- elastic response (phase angle).
DYNAMIC SHEAR RHEOMETER TEST
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Sample G* kPa
Phase Angle
G*/sin δkPa
Specification
Control 3.44 82.7 3.47
> 2.20 kPaZycosoil (0.05 %)
3.75 82.8 3.78
Zycosoil (0.1 %)
4.00 82.7 4.02
Increase in G*/sinδ indicates improved rut resistance of the asphalt mix, unlike Amines, which reduce the rut resistance
DYNAMIC SHEAR RHEOMETER AASHTO T 315 AT 64 0C, PG 64-22 BINDER
ROLLING THIN FILM OVEN TEST (RTFOT) AASHTO T 240
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DYNAMIC SHEAR RHEOMETER AASHTO T 315 AT 25 OC, PG 64-22 BINDER
Sample G* kPa Phase Angle
G*sin δkPa
Specification
Control 6373 43.3 4368
< 5000 kPaZycosoil (0.05 %)
6001 44.1 4173
Zycosoil (0.10%)
6628 44.8 4668
PAV aged Zycosoil asphalt binders residue showed higher phase angle, which means increased elasticity compared to control
PRESSURE AGING VESSEL (PAV) TEST AASHTO R 28
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AASHTO T 313 AT -12 OC, PG 64-22 BINDER
Sample Stiffness MPa
Specification
m -value
Specification
Control 201
< 300
0.312
> 0.300 mPa
Zycosoil (0.05 %)
202 0.317
Zycosoil (0.1 %)
186 0.314
Stiffness and m value are statistically similar or better at -12 oC, even though the G* shows consistently higher values at 64 oC
This is important for asphalt pavements in extreme climate regions.
BENDING BEAM RHEOMETER (BBR) TEST
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TERMINAL ADDITION
Test Sample 5.1% asphalt binder on weight of mix
Stability in kg Ratio %
Flow value in mm
Dry Wet Dry Wet
Unaged binder Control 2265 2015 89.0 2.7 2.9
Unaged binder – Zycosoil (0.1%)
2485 2320 93.4 2.8 3.1
Aged binder 15 days – Control
2235 2011 90.0 2.8 3.2
Aged binder 15 days – Zycosoil (0.1%)
2652 2445 92.2 2.77 3.14
MARSHALL STABILITY STRENGTH ASTM D1075; AASHTO T165 at 60 oC, 24 hrs
Zycosoil was added in asphalt binder and aged at 150 0C for 15 days
Efficacy of Zycosoil does not diminish when the hot binder modified with it, is stored for a long period of 15 days
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POROUS PAVEMENT -OGFC(OPEN GRADED FRICTION
COURSE)
Severe hydraulic scouring by vehicle tire movement, pushes the water through the porous pavements at high pressure and speed leading to stripping failures.
Zycosoil modified asphalt binder will improve strength and stripping resistance which in turn will extend the pavement life.
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WARM MIX ASPHALT
Water induced foaming technique for WMA leads to moisture susceptibility and poor compaction. This is a major constraint in its adoption.
Residual moisture in aggregates due to lower temperatures, results in sub-optimal bonding of aggregate to asphalt
Residual moisture Promotes reactivity of Zycosoil resulting in improved bonding reaction and reduced moisture susceptibility.
Improved workability leads to similar Mat densities and compaction at lower temperatures.
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SLURRY SEAL / MICRO-SURFACING
Zycosoil is the only water and asphalt soluble reactive anti-stripping agent.
Reacts with aggregates at room temperature in aqueous media after drying
Ideal for improving moisture resistance in micro-surfacing / slurry seal formulations
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SLURRY SEAL / MICRO-SURFACING
ISSUES
High quality aggregates…..A Must
Moisture susceptibility
Poor wetting
Anti-stripping additives not available
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SLURRY SEAL / MICRO-SURFACING
ZYCOSOIL BENEFITS
Marginal aggregates can be used Richer appearance of surface due to improved wetting
Reduced weight loss per unit area as tested by WTAT
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SLURRY SEAL / MICRO-SURFACING
70-gm of Zycosoil per ton of Slurry Seal / Micro-surfacing mix design to be added in the water phase.
For marginal / poor aggregates use up to 140-gm per ton of mix design.
Ensure Zycosoil water solution is sprayed first on aggregates before additives or asphalt emulsion
DOSAGE
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SLURRY SEAL / MICRO-SURFACING
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BOIL TEST, ASTM D3625
Mixes prepared with & without Zycosoil and dried and conditioned outside in the sun for one day.
Sr. No.
Basalt Aggregates per ton of mix
% Coated Aggregate
1 hr 3 hr
1 Control 40% <5 %
2 70 gm Zycosoil 98% 90%
3 140 gm Zycosoil 98% 96%
Medium setting cationic emulsion
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CONVENTIONAL TACK COAT
Cationic Asphalt Emulsions are primarily used to improve bonding of base asphalt layer
Dust, stone powder, broken aggregates on base asphalt layer are water loving and act as a primary cause of de-bonding failures
Mechanical Vibrations during milling operation leads to formation of micro cracks in base asphalt layer. Wetting and penetration of cationic emulsion is poor
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ZYCOSOIL TACK
COAT Zycosoil water when used for dilution of cationic asphalt emulsion
Waterproofs dust, stone powder, broken aggregates on base asphalt layer …. Better bonding.
Better wetting and penetration of cationic emulsion in micro cracks
Keeps the spray nozzles clean and maintain uniform application
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Diluents Water Zycosoil Water (1:100)
Cationic Asphalt Emulsion : Water Ratio
1 : 1 1 : 2
WATERPROOFED TACK COAT
Start circulation pump and add Zycosoil in water. Allow 5 – 10 minutes for mixing followed with addition of Cationic Emulsion before application.
Spray 400 – 700 gm/ m2 of diluted cationic asphalt emulsion
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THANK YOU