Unique chemistries to help you build and maintain better roads. Anova Asphalt Solutions

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Unique chemistries to help you build and maintain better roads. Asphalt Solutions

There s nothing better than seeing a newly paved road stretching for miles. Smooth blacktop for as far as the eye can see. No ruts, no cracks, no raveling. While creating that perfect road is always the goal, mixing the right combination of binder, aggregate, modifiers and polymers to meet the stringent specs of the job can be tricky. And, keeping it looking great can be equally challenging. INTRODUCING CARGILL S ANOVA ASPHALT SOLUTIONS. Full line of rheology modifiers, rejuvenators, anti-strip additives and emulsifiers Unique bio-based chemistries to create new-to-the-world products. Fully functional asphalt binder analysis and applications lab to simulate real-life conditions such as aging and traffic patterns. We also have the ability to further characterize asphalt beyond PG grading, including asphalt fractionation and molecular size distribution. Cargill can provide consistent global sourcing and supply of diverse vegetable oil-based materials enabling enhanced price stability and supply availability. We take a collaborative approach with each of our customers to help them meet their specific needs. No two jobs are alike weather, crude type, aggregate and job specs all influence product choices. We understand these varying dynamics and will work with you to help create the best solution for your particular situation. Because we all want to experience driving on that endlessly smooth blacktop.

Performance Grade and Rheology Modifiers Enhancing Low Quality Bitumen: improved cracking resistance. bitumen additives are viscosity reducers and rheology modifiers that increase the useful temperature interval (UTI) of bitumen from many different crude sources through higher softening at lower temperatures while limiting high temperature grade loss. A useful tool for asphalt binder producers and contractors, modifiers can be used to achieve the following: Reduce the low temperature grade of the asphalt, to attain -34, -40 and lower grades. Excellent polymer compatiblization and enhancement for polymer modified bitumen producers. Easy grade correction with small dosages (<1%) to counter drifts during storage and production. Paving grade bitumen produced from non-conventional streams. PRODUCT HIGHLIGHTS High impact at low dosage rate: Improves most asphalt binders by one PG or penetration grade with as little as 2-3% by weight of binder. Low VOCs which lead to low volatile mass loss (as measured by the RTFO). Highly compatible with bitumen: Can be easily blended into bitumen without need of high shear agitation. High flash point (in excess of 240 C/460 F) compared to petroleum-based bitumen modifiers allowing safer handling without changing current processes. Compatible with both natural and synthetic polymer, resulting in improved dispersion. Access to industry expertise, technical support and formulation services and our state-of-the-art asphalt application laboratory. No Additive 2% 1055 Compatiblization PG Modifiers enable better elastomer (SBS) utilization in asphalt formulations Open Cup Flashpoint ( C) Change in Low Temperature PG per 1% Modifier ( C/1% Modifier) 250 245 240 235 230 225 220 215 210 High Flash Point 205 1055 Commercial Aromatic Oil modifiers have higher flash points than petroleumbased softeners (more than 20 C higher than the high flash commercial aromatic product). Cargill lab tested using ASTM D92. Useful Temperature Interval (HTPG LTPG) ( C) 0.00-0.20-0.40-0.50-0.60-0.80 º -1.00-1.20-1.40-1.60-1.80-2.00 90.0 89.5 89.0 88.5 88.0 87.5 Neat Asphalt + 1055 Neat Asphalt+ Commercial Aromatic Oil High Dosage Efficiency modifiers are significantly more dosage-efficient in terms of improving the low temperature PG compared to petroleum-based products (1.9 C grade improvement per every 1% modifier vs. 0.6 C improvement using 1% of the commercial aromatic oil). Cargill lab tested using ASTM D6648. Increase in UTI Neat Asphalt Neat Asphalt Neat Asphalt+ + 1055 Commercial Aromatic Oil Improvement of the UTI with compared to UTI with commercial aromatic oil (+0.4 C for and -1.2 C for the commercial aromatic oil). Cargill lab tested using AASHTO M320. Source: Laboratory samples prepared with a PG 64-22 base binder from North Central USA and blended with 3% of each modifier by total weight of the binder.

TABLE OF PERFORMANCE GRADE MODIFICATION WITH USE OF ANOVA 1055 AND ANOVA 1003 Base Binder Grade PG 58-28 (NC US) PG52-34 (W CA) PG58-28 (NE US) PG64-22 (NE US) PG 64-18 (SE US) PG64-22 (NE US) PG 64-22 (SE US) PG 70-10 (SW US) Cargill Additive Other Additive (SBS, PPA) Standard PG True PG Change in DSR Grade Per 1% Change in m-grade Per 1% Change in S-Grade Per 1% O-DSR R-DSR S-BBR m-bbr RTFO C C C C Mass Δ(%) 0 PG 58-28 PG 58-30 58.4 59.0-30.5-34.3-0.431 5% 1055 PG 46-34 PG 50-37 -1.6-1.6-1.4 50.6 61.4-37.5-42.1-0.644 10% 1055 PG 40-46 PG 42-50 -1.6-2.2-1.9 42.1 42.9-49.9-56.1-0.809 5% 1003 PG 52-34 PG 52-36 -1.3-0.8-1.2 51.9 52.6-36.3-38.5-0.358 8% 1003 PG 46-40 PG 48-40 -1.3-1.0-1.3 48.1 48.3-40.6-42.1-0.334 0 PG 52-34 PG 54-37 54.0 54.8-36.9-40 -0.259 3% 1055 PG 46-34 PG 49-39 -1.7-2.5-0.7 49.0 50.0-38.9-47.6-0.323 3% 1003 PG 46-40 PG 50-40 -1.2-1.4-1.0 50.4 50.9-40 -44.3-0.288 0 PG 58-28 PG 60-30 60.5 62.9-29.9-30.4-0.509 3% 1055 PG 52-34 PG 54-34 -2.1-1.8-1.4 54.2 55.8-34.2-35.8-0.623 3% 1055 3% SBS PG 64-28 PG 64-33 1.4-0.7-1.2 64.6 64.3-33.4-32.6-0.537 0 PG 64-22 PG 67-23 68.2 67.7-23.3-23.8-0.012 3% 1055 PG 58-28 PG 62-29 -2.0-3.9-1.9 62.3 61.9-29.1-35.4-0.100 3% 1003 PG 58-28 PG 63-28 -1.5-4.1-1.7 63.7 63.4-28.5-36.2-0.044 0 PG 64-18 PG 69-21 68.9 70.5-27.3-21.3-2.5% 1055 0.5% PPA PG 64-22 PG 69-26 0.1-2.1-1.1 69.1 70.3-30.1-26.5-2.75% 1003 0.5% PPA PG 70-22 PG 72-25 1.5-1.3-0.9 73.1 72.0-29.9-24.9-0 PG 64-22 PG 68-23 68.1 68.5-26.1-23.4-0.471 3% 1055 PG 58-28 PG 62-30 -2.2-2.5-1.4 61.6 62.5-30.2-30.9-0.534 3% 1055 3% SBS PG 70-22 PG 70-27 0.7-1.3-1.3 70.3 71.4-30 -27.2-0 PG 64-22 PG 66-26 66.2 66.0-25.6-25.9-0.327 3% 1055 PG 58-28 PG 60-30 -2.0-2.1-1.3 60.2 62.6-29.6-32.2-0.521 0 PG 70-4 PG 71-10 72.6 71.0-9.5-11.8-0.053 3% 1055 PG 64-10 PG 65-15 -2.1-2.2-1.9 66.3 65.3-15.1-18.5-0.113 Asphalt Rejuvenators Rejuvenation of aged bitumen: Increasing RAP and RAS content while maintaining performance. Pavements continually age during their performance life leading to increased stiffness and brittleness and lower ability to relax stress. Increasing the usage of recycled asphalt material from pavements or roofing shingles necessitates the reversal of the impact of aging on the asphalt s rheological and damage properties. rejuvenators were developed with the understanding that softening does not equal rejuvenating. rejuvenators rebalance the chemical composition of aged pavements and bitumen by replenishing high-performing fractions lost during aging. These products are excellent tools for a wide range of pavement types and pavement preservation applications: High RAP and RAS mixtures with up to 100% RAP, while reducing construction temperatures. Rejuvenating asphalt emulsions for surface seals and cold in place recycling. Oils and emulsified oils for hot in place recycling and surface rejuvenating applications. PRODUCT HIGHLIGHTS In addition to shifting the PG grade of virgin bitumen, modifiers also rejuvenate RAP and RAS restoring properties of the aged bitumen, allowing for more versatility in mix designs. Does not negatively impact rutting resistance of rejuvenated RAP mixture. Enhances low temperature cracking resistance of asphalt mixture, even at high RAP content. High flash point (in excess of 240 C/460 F) compared to petroleum-based bitumen rejuvenators, allowing safer handling without changing current processes. Low VOCs which lead to low volatile mass loss (as measured by the RTFO). Has been shown to reduce required compaction temperature by as much as 20 C in high RAP pavements. Access to industry expertise, technical support and formulation services and our state-of-the-art asphalt application laboratory.

100% RAP paving using rejuvenators. Rejuvenator 75%+ RAP project in Netherlands. The graph to the right shows how aging shifts the master curve toward lower frequencies (higher stiffness at lower frequencies/higher temperatures). The rejuvenator reverses the effect of 20 hours of additional PAV aging by shifting the curve back toward higher frequencies, while the commercial aromatic oil recycling agent is less effective. Functional requirement tests were performed on asphalt mixtures containing approximately 70% RAP (76% RAP binder replacement ratio). Source of the RAP was open graded pavements in the Netherlands. A blend of rejuvenator and a Pen 70/100 bitumen was compared to a similar mixture using a Pen 160/200 bitumen. Results show that use of the rejuvenator significantly improved the compactability of the high RAP mixture (a 20 C shift in the compaction curve). The 4-point bending fatigue test showed that the rejuvenator significantly improved fatigue resistance and properties. The high-rap mixture using the rejuvenator passed the rutting requirement, while the control mixture using soft bitumen failed the rutting test. Complex Modulus (Pa) Neat Asphalt - 20hr PAV Aged Neat Asphalt - 40hr PAV Aged 40hr PAV Aged + Rejuvenator 40hr PAV Aged + Commercial Aromatic Oil Aging Rejuvenation 1.E-06 1.E-05 1.E-04 1.E-03 1.E-02 1.E-01 1.E+00 1.E+01 1.E+02 Loading Frequency (Hz) Cargill lab tested using ASTM D2887. rejuvenator produced a workable high-rap mixture that passed all functional requirement tests with a wide margin. Permanent Deformation, Fc (mm/m/cycle) 1.00E-06-1.00E-05-1.00E-04-1.00E-03-1.00E-02-1.00E-01-1.00E+00-1.00E+01-1.00E+02-1.00E+03-1.00E+04-0.35-0.3-0.25-0.2-0.15-0.1-0.05-0- Rutting Resistance (76% RAP Binder Replacement) Comparison of Rejuvenated Binder Course mixture with 76% RAP binder to equivalent mixture using a soft flux. Test performed in accordance to NEN-EN 12697-25 Resistance to Permanent Deformation (rutting) by third party laboratory. ε 6 Fatigue Parameter (μm/m) Fatigue Resistance (76% RAP Binder Replacement) 120-115- FAIL PASS 110-105- 100-95- PASS 90- FAIL 85- Mix with 1817 Mix with Pen 160/220 Mix with 1817 Mix with Pen 160/220 Comparison of Rejuvenated Binder Course mixture with 76%RAP binder to equivalent mixture using a soft flux. Test performed in accordance to NEN-EN 12697-24 Four Point Bending fatigue test by third party laboratory. ε 6 is the strain level at a fatigue life of 1E6 cycles.

100%- Tensile Strength Ratio (TSR) 90%- 80%- 70%- 60%- 50%- 40%- 30%- 20%- 10%- 0%- No Additive Polyphosphoric Acid + A/S Anti-strip NCAT study (3/2015) used the Indirect Tensile Strength Ratio (AASHTO T283) to show that anti-strip is highly effective in binders with and without Polyphosphoric acid modification. Improve adhesion while reducing moisture damage. anti-strip is a high-performance non-toxic additive that enhances asphalt-aggregate adhesion and significantly reduces moisture damage in hot and warm mix asphalt as well as cold patch and cold mix applications. PRODUCT HIGHLIGHTS Very effective in improving adhesion and reducing moisture damage of low-quality bitumen-aggregate combinations. Compatible with multiple aggregate sources. Compatible with Polyphosphoric Acid (PPA) modified bitumen in terms of both adhesion performance and maintaining the asphalt high temperature grade. Made from non-toxic agricultural sources. High Temperature Performance Grade (ºC) 70-64- 58- Neat Neat PG64-22 Only Amine PG64-22 + 0.5% Amine A/S Only 1400 PG64-22 + 0.5% 1400 A/S Only PPA PG64-22 + 0.5% PPA (105%) PPA + Amine PPA + 1400 PG64-22 + PG64-22 + 0.5% Amine A/S + 0.5% A/S + 0.5% PPA (105%) 0.5% PPA (105%) Compatible with Polyphosphoric Modified Asphalt: Unlike aminebased antistrips, 1400 does not significantly effect PPA high temperature grade modification. Tensile Strength Ratio NCAT study (5/2014) showed the Indirect Tensile Strength Ratio (AASHTO T283) was improved from 27% to 83% with only 0.5% dosage. Tensile Strength (psi) 20-100%- 90%- 80%- 70%- 60%- 50%- 40%- 30%- 20%- 10%- 0%- 140-120- 100-80- 60-40- 0- No Additive Unconditioned Conditioned No Additive Amine-Based A/S Amine-Based A/S Non-Amine Based A/S Unconditioned Conditioned Non-Amine Based A/S The tensile strength of both the dry unconditioned sample and the sample subjected to freeze-thaw and moisture conditioning cycles increased as a result of adding anti-strip.

emulsifiers are tree-free, liquid emulsifiers designed for use in a variety of asphalt emulsions, particularly, quick-setting asphalt emulsions. The emulsifiers are formulated for use with highly reactive aggregates in slurry seal applications. PRODUCT HIGHLIGHTS Emulsifiers Versatile performance for greater control over mixing times. Versatile performance based on the product chemistry and/or dosage rate allowing greater control over mixing times. The product provides excellent curing characteristics with a wide range of asphalts and aggregates, particularly slurry and microseal. Compatible with natural and synthetic polymer modifiers. Made from vegetable oil derivatives. Cargill can provide enhanced price stability and supply availability. Access to industry expertise, technical support and formulation services and our state-of-the-art asphalt application laboratory. Emulsifier Mixing Time (sec) Emulsifier Mixing Time (sec) Control of Emulsifier Mixing Times Through Emulsifier Chemistry 0- Emulsifier A Cargill lab tested using ISSA TB-13. Control of Emulsifier Mixing Times Through Emulsifier Dosage 600-500- 400-300- 200-100- 400-300- 200-100- Emulsifier B Emulsifier C 0-0.75 1 1.25 1.5 1.75 2 Emulsifier Dosage (%) Cargill lab tested using ISSA TB-113.

www.cargill.com Cargill Industrial Specialties US P.O. Box 5700, MS 66 Minneapolis, MN 55440-5700 1-800-842-3631 anova-asphalt@cargill.com www.cargill.com/industrial-oils Europe Industrial Specialties Cargill B.V. Evert van de Beekstraat 378, 1118 CZ Schiphol The Netherlands +31 20 500 6685 industrialspecialties@cargill.com Brasil Cargill Especialidades Industriais Avenida Dr. Chucri Zaidan, 1240 Torre Diamond - 6º andar São Paulo, SP, Brasil Cep: CEP 04711-130 +55 11 5099 3458 www.cargill.com.br/especialidadesindustriais The information contained herein is believed to be true and accurate. However, all statements, recommendations or suggestions are made without guarantee, express or implied, on our part. WE DISCLAIM ALL WARRANTIES, EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO THE IMPLIED WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE and FREEDOM FROM INFRINGEMENT and disclaim all liability in connection with the use of the products or information contained herein. All such risks are assumed by the purchaser/user. The information contained herein is subject to change without notice. 2016 Cargill, Incorporated.