Epoxy-functional and phospholipid-containing adhesion promoters and warm mix additives for asphalt applications

Abstract

The present technology provides an asphalt additive comprising a phospholipid material and an epoxidized renewable oil or fat, the epoxidized renewable oil or fat having an oxirane content of about 1.0% to about 15.0%. The present technology also provides uses of the asphalt additive in asphalt applications and methods for producing the same.

Description

[Technical field]

[0001] CROSS-REFERENCE TO RELATED APPLICATIONS This application claims the benefit of U.S. Provisional Patent Application No. 63 / 185,014, filed May 6, 2021, which is incorporated by reference in its entirety.

[0002] The present technology relates to asphalt additives for use in asphalt applications. In particular, the present technology relates to asphalt additives comprising epoxidized renewable oils or fats and phospholipid materials for use as warm mix asphalt additives or to improve anti-stripping properties in asphalt applications, and methods of making and using the same. Summary of the Invention

[0003] In one aspect, the present technology provides an asphalt additive including a phospholipid material and an epoxidized renewable oil or fat, the epoxidized renewable oil or fat having an oxirane content of about 1.0% to about 15.0%.

[0004] In one aspect, the present technology provides for the use of the asphalt additives described herein to reduce or prevent spalling in asphalt applications.

[0005] In another aspect, the present technology provides for the use of the asphalt additive described herein as a compaction aid in asphalt applications.

[0006] In another aspect, the present technology provides for the use of the asphalt additive described herein as an adhesion promoter in asphalt applications.

[0007] In yet another aspect, the present technology provides for the use of the asphalt additives described herein as a warm mix asphalt additive or a hot mix asphalt additive in asphalt applications.

[0008] In another aspect, the present technology provides an asphalt binder comprising bitumen and the asphalt additive described herein.

[0009] In yet another aspect, the present technology provides an asphalt concrete comprising about 0.25 wt% to about 8.0 wt% (based on the total weight of the asphalt concrete) of an asphalt binder described herein and about 92.00 wt% to about 99.75 wt% (based on the total weight of the asphalt concrete) of a mineral aggregate.

[0010] In another aspect, the present technology provides a process for preparing the stable asphalt additive blend described herein. The method for preparing the stable asphalt additive blend includes: combining the phospholipid material with an epoxidized renewable oil or fat having an oxirane content of about 1.0% to about 15.0%; mixing a phospholipid material with an epoxidized renewable oil or fat under high shear to obtain an asphalt additive blend; Includes.

[0011] In one aspect, the present technology provides a method for preparing an asphalt binder comprising combining bitumen with an asphalt additive as previously described. The method may include an asphalt additive blend prepared according to a method comprising combining a phospholipid material with an epoxidized renewable oil or fat having an oxirane content of about 1.0% to about 15.0%, and mixing the phospholipid material and the epoxidized renewable oil or fat under high shear to obtain an asphalt additive blend.

[0012] In another aspect, the present technology provides a method for reducing or preventing spalling, promoting adhesion, aiding compaction, and / or improving durability of asphalt concrete, comprising: adding an asphalt additive as described herein to bitumen to obtain an asphalt binder; combining an asphalt binder with a mineral aggregate to obtain an asphalt concrete; Asphalt concrete contains about 0.25 wt% to about 8.0 wt% asphalt binder and about 92.00 wt% to about 99.75 wt% mineral aggregate. [Brief description of the drawings]

[0013] [Figure 1] FIG. 2 shows the viscosity vs. temperature curve for 50 wt.% soybean lecithin / 50 wt.% epoxidized linseed oil (Example 2). [Diagram 2] FIG. 2 shows the viscosity vs. temperature curves of exemplary asphalt additive blends including the fatty acid material described in Example 2. [Diagram 3] FIG. 1 shows a graph of Dongre Workability Test (DWT) as a function of temperature to evaluate warm mix asphalt (WMA) additive properties for 50 wt% soybean lecithin / 50 wt% epoxidized linseed oil asphalt additive in asphalt concrete (Example 6). [Figure 4] FIG. 1 shows the % coating retained on mineral aggregate over a 4 week heat aging period at 150° C. for asphalt concrete containing 50 wt.% soy lecithin / 50 wt.% epoxidized linseed oil asphalt additive. DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS

[0014] Reference will now be made in detail to specific aspects of the disclosed subject matter. The disclosed subject matter will be described with the enumerated claims, but it will be understood that the illustrated subject matter is not intended to limit the claims to the disclosed subject matter. An embodiment described with a specific aspect is not necessarily limited to that aspect, and can be implemented with any other aspect(s).

[0015] Throughout this document, all values ​​expressed in range format should be interpreted flexibly to include not only the numerical values ​​explicitly recited as the limits of the range, but also all individual numerical values ​​or subranges subsumed within the range, as if each numerical value and subrange were explicitly recited. Any recited range can be easily recognized as being fully descriptive and allowing the same range to be broken down into at least equal halves, thirds, quarters, fifths, tenths, etc. For example, the range "about 0.1% to about 5%" or "about 0.1% to 5%" should be interpreted to include not only about 0.1% to about 5%, but also the individual values ​​(e.g., 1%, 2%, 3%, and 4%) and subranges (e.g., 0.1% to 0.5%, 1.1% to 2.2%, 3.3% to 4.4%) within the recited range. Also, as will be understood by those skilled in the art, all language such as "up to," "at least," "greater than," "less than" and the like refers to a range that includes the recited numbers and can then be divided into subranges as described above. Finally, as will be understood by one skilled in the art, a range includes each individual member.

[0016] As used herein, the singular forms "a", "an" and "the" and similar referents in the context of describing elements (particularly in the context of the claims that follow) include plural referents unless the context clearly dictates otherwise. For example, reference to "a substituent" encompasses two or more substituents in addition to a single substituent, and so forth. Unless otherwise indicated herein or clearly contradicted by the context, it is understood that any term in the singular form may include its plural counterpart, and vice versa.

[0017] Furthermore, phrases or terms used herein and not otherwise defined are to be understood as being for purposes of description only and not of limitation. Any use of section headings is intended to aid in the reading of the document and should not be construed as limiting. The information associated with a section heading may be within that particular section or may be outside that section. In the event of inconsistent usage between this document and those documents thus incorporated by reference, the usage in the incorporated references should be construed as supplementary to that of this document. In the event of irreconcilable discrepancies, the usage in this document shall take precedence.

[0018] As used herein, the terms "for example," "for instance," "such as," or "including" are meant to introduce examples that further clarify a more general subject matter. Unless otherwise specified, these examples are provided only as an aid in understanding the applications illustrated in this disclosure and are not meant to be limiting in any way.

[0019] In the methods described herein, the acts may be performed in the particular order recited herein. Alternatively, in any aspect(s) disclosed herein, unless a temporal or operational order is explicitly recited, certain acts may be performed in any order without departing from the principles of the disclosure. Furthermore, specified acts may be performed simultaneously unless express claim language dictates that they be performed separately or unless the plain meaning of the claim requires otherwise. For example, a claimed act of doing X and a claimed act of doing Y may be performed simultaneously in a single act, and the resulting process falls within the literal scope of the claimed process.

[0020] As used herein, "about" will be understood by those of ordinary skill in the art and will vary to some extent depending on the context in which it is used. If there are any uses of the term that are not clear to persons of ordinary skill in the art, given the context in which it is used, "about" will mean up to plus or minus 10% of the particular term.

[0021] As used herein, the term "substantially" refers to the majority or majority, such as at least about 85%.

[0022] As used herein, the following terms have the following meanings, unless expressly stated to the contrary.

[0023] The term "renewable oil or fat" as used herein refers to oil or fat obtained from a plant, animal, or microbial source. The term "renewable oil or fat" includes renewable oil and fat derivatives unless otherwise indicated. Typically, the renewable oil or fat is a triacylglyceride. Examples of renewable oils include, but are not limited to, vegetable oil, algae oil, animal fat, tall oil, derivatives of these oils, any combination of these oils, and the like. Representative non-limiting examples of vegetable oils include canola oil, rapeseed oil, coconut oil, corn oil, cottonseed oil, olive oil, palm oil, peanut oil, safflower oil, sesame oil, soybean oil, sunflower oil, linseed oil, palm kernel oil, tung oil, jatropha oil, mustard oil, camelina oil, pennycress oil, hemp oil, algae oil, jojoba oil, and castor oil. Representative non-limiting examples of animal sources include animal fats such as lard, tallow, poultry fat, yellow grease, and fish oil. Tall oil is a by-product of wood pulp manufacturing. As used herein, "vegetable oil" refers to oil derived from vegetables and / or oil seeds. Typically, the renewable oil or fat may be refined, bleached, and / or deodorized. The renewable oil or fat may be present individually or as a mixture thereof. The renewable oil or fat may be modified, for example, the renewable oil or fat may be epoxidized, hydrogenated, and / or fractionated renewable oil or fat.

[0024] The term "epoxidized" or "oxirane" refers to the presence of an epoxide (or epoxy) ring, as shown below.

[0025] [ka]

[0026] The term "epoxidized renewable oil or fat" refers to a renewable oil or fat described herein having the presence of epoxide ring functional groups along the fatty acid hydrocarbon chain. Typically, the epoxidized renewable oil or fat described herein can be obtained by modifying a renewable oil or fat with a high content of unsaturated fatty acids or fatty acid derivatives (i.e., polyunsaturated fatty acids (PUFAs), monounsaturated fatty acids (MUFAs), etc.). Exemplary renewable oils or fats with high PUFA and / or MUFA content can include, but are not limited to, soybean oil and linseed oil. For example, renewable oils and fats can be epoxidized by treating with peracid. The renewable oil or fat may be epoxidized and fractionated to increase the epoxide content such that the renewable oil or fat has a high concentration of diepoxy and triepoxy fatty acid chains.

[0027] The term "oxirane content" or "epoxy oxirane content" (EOC) refers to the ratio of the total molecular weight of the sum of all oxirane functional group molecular weights to the total molecular weight, expressed as percent (%) EOC.

[0028] "Acylglyceride" refers to a molecule having at least one glycerol moiety with at least one fatty acid residue linked via an ester bond. For example, acylglycerides can include monoacylglycerides, diacylglycerides, and triacylglycerides. The group of acylglycerides can be further narrowed down by additional descriptive terms and modified to explicitly exclude or include certain subsets of acylglycerides.

[0029] "Monoacylglyceride" refers to a molecule having a glycerol moiety with a single fatty acid residue linked via an ester bond. The terms "monoacylglycerol", "monoacylglyceride", "monoglyceride", and "MAG" are used interchangeably herein. Monoacylglycerides include 2-acylglycerides and 1-acylglycerides.

[0030] "Diglyceride" refers to a molecule having a glycerol moiety with two fatty acid residues linked through an ester bond. The terms "diacylglycerol", "diacylglyceride", "diglyceride", and "DAG" are used interchangeably herein. Diacylglycerides include 1,2-diacylglycerides and 1,3-diacylglycerides.

[0031] "Triacylglyceride" refers to a molecule having a glycerol moiety linked to three fatty acid residues via ester bonds. The terms "triacylglycerol", "triacylglyceride", "triglyceride", and "TAG" are used interchangeably herein.

[0032] As used herein, the term "fatty acid" may refer to a molecule that includes a hydrocarbon chain and a terminal carboxylic acid group. As used herein, the carboxylic acid group of a fatty acid may be modified or esterified (e.g., COOR, where R refers to, for example, a carbon atom), such as occurs when the fatty acid is incorporated into a glyceride or another molecule. Alternatively, the carboxylic acid group may be in the form of a free fatty acid or a salt (i.e., COO ”or COOH). The "tail" or hydrocarbon chain of a fatty acid may also be referred to as a fatty acid chain, a fatty acid side chain, or a fatty chain. The hydrocarbon chain of a fatty acid is typically a saturated or unsaturated aliphatic group. A fatty acid having N carbon numbers typically has a fatty acid side chain having N-1 carbons. However, the present application also relates to modified forms of fatty acids, for example, epoxidized fatty acids, and thus the term fatty acid may be used in situations where the fatty acid has been substituted or otherwise modified as described.

[0033] A "fatty acid residue" is a fatty acid in its acyl or esterified form.

[0034] A "saturated" fatty acid is one that does not contain any carbon-carbon double bonds in the hydrocarbon chain. An "unsaturated" fatty acid contains one or more carbon-carbon double bonds. A "polyunsaturated" fatty acid contains two or more such carbon-carbon double bonds, while a "monounsaturated" fatty acid contains only one carbon-carbon double bond. The carbon-carbon double bond may be in one of two configurations, designated cis and trans. Naturally occurring unsaturated fatty acids are generally in the "cis" form. An epoxidized renewable oil or fat may contain one or more epoxide rings formed from cis or trans carbon-carbon double bonds.

[0035] Non-limiting examples of fatty acids include C8, C10, C12, C14, C16 (e.g., C16:0, C16:1), C18 (e.g., C18:0, C18:1, C18:2, C18:3, C18:4), C20, and C22 fatty acids. For example, the fatty acid can be caprylic (8:0), capric (10:0), lauric (12:0), myristic (14:0), palmitic (16:0), stearic (18:0), oleic (18:1), linoleic (18:2), and linolenic (18:3) acid.

[0036] The fatty acid composition of oils can be determined by methods known in the art. The American Oil Chemist's Society (AOCS) maintains analytical methods for a wide variety of tests performed on vegetable oils. Hydrolysis of oil components to produce free fatty acids, conversion of the free fatty acids to methyl esters, and analysis by gas-liquid chromatography (GLC) is a generally accepted standard method for determining the fatty acid composition of oil samples. AOCS (2009) Ce 1-62 describes the procedures used.

[0037] The term "anti-strip" or "anti-strip" refers to an additive that improves the adhesion between the asphalt binder and the mineral aggregate. The use of an anti-strip additive results in a more durable bond between the asphalt binder and the mineral aggregate in the presence of moisture, making the combination more resistant to "stripping" or loss of the asphalt coating on the mineral aggregate.

[0038] The term "iodine value" (commonly abbreviated IV) as used herein is the mass in grams of iodine consumed by 100 grams of a chemical. The iodine value is often used to determine the amount of unsaturation in fats, oils and waxes. In fatty acids, the unsaturation occurs primarily as double bonds, which are highly reactive towards halogens, in this case iodine. Thus, the higher the iodine value, the more unsaturation is present in the sample. The iodine value of a material can be determined by the standard well-known Wijs method (AOCS (1993) Cd 1-25).

[0039] Warm mix asphalt (WMA) additives are used to reduce the temperature of manufacture and compaction of asphalt pavements. These additives often serve to improve the ability of the asphalt binder to coat the mineral aggregates in the asphalt mix, allowing for easier compaction of the mix under a roller with lower mechanical or thermal energy requirements. In many cases, it is desirable for such additives to also improve the adhesion between the asphalt and the aggregate, and the ability of the coating to resist delamination in the presence of moisture. The impact of a WMA additive can be demonstrated by its ability to modify the compaction rate and density achievement of the asphalt mix. These additives are often blended into bitumen as part of the asphalt binder.

[0040] Various theories have been proposed to explain the mechanism of action of various WMA additives, including binder plasticization and reduction of internal friction between aggregates, but the exact nature of the mechanism is difficult to determine definitively. Therefore, the discussion of WMA properties is made without being bound to any particular mechanistic theory.

[0041] The backbone of asphalt concrete's durability and quality is the adhesion that exists at the interface between the bitumen and the mineral aggregate. The bond between the bitumen and the mineral aggregate can be weakened over time by many factors including repeated traffic loads, weathering, and moisture damage that can manifest in various forms including fatigue cracks and distortions such as rutting of the pavement mix. Moisture sensitivity of the pavement is one of the major contributing factors to damage in asphalt concrete pavements. Moisture can cause delamination by penetrating the pores of the mineral aggregate and displacing the bitumen membrane from the mineral aggregate surface. Delamination due to loss of adhesion can ultimately lead to premature failure of the pavement.

[0042] The present technology relates to asphalt additives comprising epoxidized renewable oils or fats and phospholipid materials that improve the overall performance characteristics incorporated into asphalt applications, and methods of making and using same.

[0043] Asphalt Additives In one aspect, the present technology provides an asphalt additive including a phospholipid material and an epoxidized renewable oil or fat, the epoxidized renewable oil or fat having an oxirane content of about 1.0% to about 15.0%.

[0044] The asphalt additive may have a weight ratio of phospholipid material to epoxidized renewable oil or fat of about 5:1 to about 1:5. For example, the weight ratio may be about 5:1 to about 1:5, about 3:1 to about 1:3, about 2:1 to about 1:2, or about 1:1. Suitable weight ratios may include about 5:1, about 4.5:1, about 4:1, about 3.5:1, about 3:1, about 2.5:1, about 2:1, about 1.5:1, about 1:1, about 1:1.5, about 1:2, about 1:2.5, about 1:3, about 1:3.5, about 1:4, about 1:4.5, about 1:5, or any range including and / or between any two of the foregoing values.

[0045] The asphalt additive of the present technology may include the phospholipid material in an amount of about 10.0 wt% to about 80.0 wt%. For example, the phospholipid material may be present in an amount of about 10.0 wt% to about 80.0 wt%, about 10.0 wt% to about 60 wt%, about 40.0 wt% to about 60.0 wt%, or about 45.0 wt% to about 55 wt%. The phospholipid material may be present in an amount of about 10.0 wt%, about 15.0 wt%, about 20.0 wt%, about 25.0 wt%, about 30 wt%, about 35 wt%, about 40.0 wt%, about 45.0 wt%, about 50.0 wt%, about 55.0 wt%, about 60.0 wt%, about 65.0 wt%, about 70.0 wt%, about 75.0 wt%, about 80.0 wt%, or any range including and / or between any two of the foregoing values.

[0046] The term "phospholipid material" as used herein refers to a material containing phospholipids. Phospholipids are generally characterized as lipids having a glycerol or sphingosine backbone esterified to two fatty acids and phosphoric acid or phosphate esters. The phospholipids of the phospholipid material may further include phospholipid derivatives. For example, suitable phospholipid derivatives may include hydrolyzed phospholipids, acetylated phospholipids, epoxidized phospholipids, hydroxylated phospholipids, or mixtures thereof. Typically, the phospholipid material described herein may include at least about 50 wt% to 100 wt% phospholipids based on the total weight of the phospholipid material. For example, the phospholipid material may include at least about 50 wt% to 100 wt%, at least about 60 wt% to 100 wt%, at least about 70 wt% to 100 wt%, at least about 80 wt% to 100 wt%, at least about 90 wt% to 100 wt%.

[0047] Phospholipids can be natural phospholipids, synthetic phospholipids, or combinations thereof.As described herein, natural phospholipids can be phospholipids from plants, animals, or microbial sources.For example, phospholipids include, but are not limited to, phosphatidylcholine, phosphatidylinositol, phosphatidylethanolamine, phosphatidic acid, or combinations thereof.

[0048] The phospholipid material may include lecithin material as a phospholipid source. The term "lecithin" or "lecithin material" as used herein refers to a complex mixture of acetone-insoluble phospholipids alone or with various other compounds, including but not limited to fatty acids, triglycerides, sterols, carbohydrates, glycolipids, and water. The phospholipid content in the lecithin composition is measured using an acetone insolubility test method known to those skilled in the art (such as AOCS (2017) Method Ja 4-46). Lecithin can be obtained from a variety of sources, including but not limited to vegetable sources (such as vegetable oils), animal sources (such as eggs and bovine brain), or microbial sources. For example, suitable lecithin sources may include, but are not limited to, soybean lecithin, rapeseed lecithin, sunflower seed lecithin, egg lecithin, peanut lecithin, corn lecithin, bovine brain lecithin, jojoba lecithin, or mixtures thereof. Regarding the aforementioned lecithin source, the phospholipid material can be obtained from a crude refinery stream containing fatty acids and phosphatidyl materials, as described in U.S. Patent No. 10,689,406, the entirety of which is incorporated herein by reference. Additionally or alternatively, the lecithin can be modified lecithin. For example, modified lecithin can include, but is not limited to, hydrogenated lecithin, epoxidized lecithin, deoiled lecithin, or mixtures thereof.

[0049] The lecithin material may comprise about 5 wt% to 100 wt% acetone insoluble material based on the total weight of the lecithin material. Suitable amounts of acetone insoluble material may include about 5 wt% to 100 wt%, about 5 wt% to about 75 wt%, about 30 wt% to about 70 wt%, or about 40 wt% to about 65 wt%. For example, the lecithin material can contain acetone insoluble material in an amount of about 5 wt%, about 10 wt%, about 15 wt%, about 20 wt%, about 25 wt%, about 30 wt%, about 35 wt%, about 40 wt%, about 45 wt%, about 50 wt%, about 55 wt%, about 60 wt%, about 65 wt%, about 70 wt%, about 75 wt%, about 80 wt%, about 85 wt%, about 90 wt%, about 95 wt%, 100 wt%, or any range of amounts including and / or between any two of the above values.

[0050] The asphalt additive may comprise from about 10.0 wt% to about 80.0 wt% of the epoxidized renewable oil or fat, based on the total weight of the asphalt additive. For example, the epoxidized renewable oil or fat may be present in an amount of from about 10.0 wt% to about 80.0 wt%, from about 10.0 wt% to about 60.0 wt%, from about 40.0 wt% to about 60.0 wt%, or from about 45.0 wt% to about 55 wt%, based on the total weight of the asphalt additive. Typically, the asphalt additive may include an epoxidized renewable oil or fat in an amount of about 10.0 wt%, about 15.0 wt%, about 20.0 wt%, about 25.0 wt%, about 30 wt%, about 35 wt%, about 40.0 wt%, about 45.0 wt%, about 50.0 wt%, about 55.0 wt%, about 60.0 wt%, about 65.0 wt%, about 70.0 wt%, about 75.0 wt%, about 80.0 wt%, or any range including and / or between any two of the foregoing values.

[0051] The epoxidized renewable oil or fat may have an oxirane content of about 1.0% to about 15.0%, about 4.0% to about 12.0%, about 6.0% to about 10.0%, about 8.0% to about 10.0%, or any range including and / or between any two of the aforementioned values. Suitable oxirane contents of the epoxidized renewable oil or fat may be about 1.0%, about 2.0%, about 3.0%, about 4.0%, about 5.0%, about 6.0%, about 7.0%, about 8.0%, about 9.0%, about 10.0%, about 11.0%, about 12.0%, about 13.0%, about 14.0%, about 15.0%, or any range including and / or between any two of the aforementioned values.

[0052] The epoxidized renewable oil or fat includes an epoxidized fatty acid or an epoxidized fatty acid derivative, which may include, but is not limited to, an epoxidized vegetable oil, an epoxidized acetylated acylglyceride, an epoxidized fatty acid ester, an estolide, or a combination thereof.

[0053] The epoxidized renewable oil or fat may include epoxidized soybean oil, epoxidized canola oil, epoxidized linseed oil, epoxidized soybean methyl ester, epoxidized linseed methyl ester, epoxidized tall oil fatty acid (TOFA), epoxidized acetylated triacylglycerol, epoxidized acetylated diacylglycerol, epoxidized acetylated monoacylglycerol, epoxidized 2-ethylhexyl soyate, epoxidized 2-ethylhexyl TOFA, epoxidized isoamyl soyate, epoxidized isoamyl palm stearin, epoxidized isoamyl TOFA, epoxidized isoamyl soyate, epoxidized soybean methyl ester acetate estolide, epoxidized jojoba oil, or mixtures thereof. Typically, the epoxidized renewable oil or fat may include epoxidized soybean oil, epoxidized linseed oil, epoxidized canola oil, or mixtures thereof. For example, the epoxidized renewable oil or fat may be epoxidized soybean oil. In another example, the epoxidized renewable oil or fat may be epoxidized linseed oil.

[0054] The epoxidized renewable oil or fat may be subjected to fractionation or may be a fractionated epoxidized renewable oil or fat. As used herein, the term "fractionation" refers to the process of separating the renewable oil or fat into several fractions having different properties, including hardness and melting point.

[0055] The asphalt additive described herein may further comprise a fatty acid material, such as soybean oil, linseed oil, canola oil, or mixtures thereof. Typically, the asphalt additive may comprise from about 0.1 wt% to about 40.0 wt% of the fatty acid material based on the total weight of the asphalt additive. Suitable amounts of fatty acid material may include about 0.1 wt%, about 1.0 wt%, about 5.0 wt%, about 10.0 wt%, about 15.0 wt%, about 20.0 wt%, about 25.0 wt%, about 30.0 wt%, about 35.0 wt%, about 40.0 wt%, or any range including and / or between any two of the preceding claims. For example, the fatty acid material may be a fractionated fatty acid material.

[0056] The asphalt additives described herein, for example, when the asphalt additives are preblended prior to use in an asphalt application, typically have a viscosity of about 20 cSt to about 10,000 cSt at 25° C. Suitable viscosities at 25° C. include about 20 cSt, about 30 cSt, about 40 cSt, about 50 cSt, about 60 cSt, about 70 cSt, about 80 cSt, about 90 cSt, about 100 cSt, about 200 cSt, about 300 cSt, about 400 cSt, about 500 cSt, about 600 cSt, about 700 cSt, about 800 cSt, about 900 cSt, about 1,000 cSt, about 1,500 cSt, about 2,000 cSt, about 2,500 cSt, about 3,000 cSt, and the like. t, about 3,500 cSt, about 4,000 cSt, about 4,500 cSt, about 5,000 cSt, about 5,500 cSt, about 6,000 cSt, about 6,500 cSt, about 7,000 cSt, about 7,500 cSt, about 8,000 cSt, about 8,000 cSt, about 8,500 cSt, about 9,000 cSt, about 9,500 cSt, about 10,000 cSt, or any range including and / or between any two of the foregoing values.

[0057] The inventors have discovered that the asphalt additives of the present technology unexpectedly improve one or more performance characteristics when incorporated into asphalt applications. For example, the asphalt additives described herein exhibit surprising improvements in the overall performance of asphalt or asphalt concrete, including adhesion promotion, anti-stripping, warm mix asphalt additives, hot mix asphalt additives, compaction aids, and durability of asphalt mixes.

[0058] The asphalt additives described herein typically exhibit improved adhesion promotion in asphalt applications.

[0059] The asphalt additives described herein typically exhibit improved anti-strip properties in asphalt applications.

[0060] The asphalt additives described herein typically improve compaction in asphalt applications.

[0061] The asphalt additives described herein typically improve the durability of the asphalt mix in asphalt applications.

[0062] The asphalt additives described herein are typically warm mix asphalt additives.

[0063] Alternatively, the asphalt additives described herein may be hot mix asphalt additives.

[0064] In one aspect, the present technology provides for the use of the asphalt additives described herein to reduce or prevent spalling in asphalt applications.

[0065] In another aspect, the present technology provides for the use of the asphalt additive described herein as a compaction aid in asphalt applications.

[0066] In another aspect, the present technology provides for the use of the asphalt additive described herein as an adhesion promoter in asphalt applications.

[0067] In yet another related aspect, the present technology provides for the use of the asphalt additive described herein as a warm mix asphalt additive or a hot mix asphalt additive in asphalt applications. For example, the use of the asphalt additive is as a warm mix asphalt additive. In another example, the use of the asphalt additive is as a hot mix asphalt additive.

[0068] Asphalt Binder In another aspect, the present technology provides an asphalt binder comprising bitumen and the asphalt additive described herein. In general, the asphalt additive of the present technology comprises a phospholipid material and an epoxidized renewable oil or fat, the epoxidized oil and fat having an oxirane content of about 1.0% to about 15.0%. For the purposes of the present technology, the term "bitumen" or "asphalt" refers to the binder phase of asphalt concrete and is a class of natural, recycled, or manufactured black or dark, solid, semi-solid, resinous, or viscous cementitious materials composed primarily of high molecular weight polar hydrocarbon species (e.g., asphaltenes), of which asphalt, tar, pitch, and asphaltite are typical. (Asphalt, Kirk-Othmer Encyclopedia of Chemical Technology, John Wiley & Sons Inc.).

[0069] The asphalt binder may include from about 0.1 wt% to about 3.0 wt% of the asphalt additive described herein, based on the total weight of the asphalt binder. For example, the asphalt additive may be present in the asphalt binder in an amount of from about 0.1 wt% to about 3.0 wt%, from about 0.1 wt% to about 2.0 wt%, from about 0.1 wt% to about 1.5 wt%, from about 0.3 wt% to about 1.0 wt%, or from about 0.3 wt% to about 0.7 wt%. Suitable amounts of the asphalt additive may include about 0.1 wt%, about 0.2 wt%, about 0.3 wt%, about 0.4 wt%, about 0.5 wt%, about 0.6 wt%, about 0.7 wt%, about 0.8 wt%, about 0.9 wt%, about 1.0 wt%, about 1.5 wt%, about 2.0 wt%, about 2.5 wt%, about 3.0 wt%, or any range including and / or between any two of the foregoing values.

[0070] The asphalt binder may comprise about 97.0 wt% to about 99.9 wt% bitumen based on the total weight of the asphalt binder. Suitable amounts of bitumen present in the asphalt binder may include about 97.0 wt%, about 97.5 wt%, about 98.0 wt%, about 98.5 wt%, about 99.0 wt%, about 99.1 wt%, about 99.2 wt%, about 99.3 wt%, about 99.4 wt%, about 99.5 wt%, about 99.6 wt%, about 99.7 wt%, about 99.8 wt%, about 99.9 wt%, or any range including and / or between any two of the foregoing values.

[0071] The asphalt binders described herein may further comprise one or more additional additives suitable for asphalt applications. For example, the one or more additional additives may include, but are not limited to, thermoplastic elastomers and thermoplastic plastomer polymers (such as styrene-butadiene-styrene, ethylene vinyl acetate, functionalized polyolefins, etc.), polyphosphoric acid (PPA), anti-stripping additives (amine-based, phosphate-based, etc.), warm mix additives, emulsifiers, fibers, polymeric oils (such as those described in U.S. Patent Application Publication No. 2018 / 0044525, the entirety of which is incorporated herein by reference), or mixtures thereof.

[0072] The asphalt binder described herein may further comprise a PPA. Typically, the asphalt binder may comprise about 0.1 wt% to about 5.0 wt% PPA based on the total weight of the asphalt binder. For example, the asphalt binder may comprise about 0.1 wt%, about 0.5 wt%, about 1.0 wt%, about 1.5 wt%, about 2.0 wt%, about 2.5 wt%, about 3.0 wt%, about 3.5 wt%, about 4.0 wt%, about 4.5 wt%, about 5.0 wt%, or any range of amounts including and / or between any two of the foregoing values.

[0073] Asphalt Concrete In yet another aspect, the present technology provides an asphalt concrete comprising about 0.25 wt% to about 8.0 wt% (based on the total weight of the asphalt concrete) of an asphalt binder as described herein and about 92.00 wt% to about 99.75 wt% (based on the total weight of the asphalt concrete) of a mineral aggregate, as described herein, the asphalt binder comprises bitumen and an asphalt additive comprising a phospholipid material and an epoxidized renewable oil or fat having an oxirane content of about 1.0% to about 15.0% as previously described.

[0074] The asphalt concrete described herein may contain from about 0.25 wt% to about 8.0 wt%, from about 0.25 wt% to about 6.5 wt%, from about 0.25 wt% to about 5.0 wt%, from about 0.30 wt% to about 4.0 wt%, or from about 0.5 wt% to about 3.5 wt% asphalt binder based on the total weight of the asphalt. For example, the asphalt binder can be present in the asphalt concrete in an amount of about 0.25 wt%, about 0.30 wt%, about 0.40 wt%, about 0.50 wt%, about 0.60 wt%, about 0.70 wt%, about 0.80 wt%, about 0.90 wt%, about 1.0 wt%, about 1.5 wt%, about 2.0 wt%, about 2.5 wt%, about 3.0 wt%, about 3.5 wt%, about 4.0 wt%, about 4.5 wt%, about 5.0 wt%, about 5.5 wt%, about 6.0 wt%, about 6.5 wt%, about 7.0 wt%, about 7.5 wt%, about 8.0 wt%, or any range including and / or between any two of the foregoing values.

[0075] "Mineral aggregate" refers to a solid, generally inert, load-bearing component of asphalt concrete, including, but not limited to, clay, sand, gravel, crushed stone, slag, or rock dust. Mineral aggregate may be further characterized by its calcium carbonate content. For purposes of the present technique, the calcium carbonate concentration of a mineral aggregate may be determined to classify the chemistry of the aggregate. The primary component of limestone is calcium carbonate, which may be determined by back titration, which involves adding an excess amount of acid to an unknown basic aggregate and then titrating to an end point with standardized NaOH. Typically, mineral aggregates used in asphalt applications may be the result of one or more sources of aggregate as described herein (e.g., stone, rock, gravel, etc.), each of which may be further crushed, sieved, or graded to fit various mineral aggregate grades. Mineral aggregate grades used in asphalt applications are generally classified by terms such as "high density grade," "gap grade," "high grade," and "low grade," depending on the application. Grades of mineral aggregates in asphalt applications are typically defined by the largest sieve opening size that retains a portion of the grade. For example, the largest sizes may include, but are not limited to, 1.5 inch, 1 inch, 3 / 4 inch, and 1 / 2 inch sieve sizes.

[0076] The asphalt concrete may comprise mineral aggregate in an amount of about 92.00 wt%, about 92.50 wt%, about 93.00 wt%, about 93.50 wt%, about 94.00 wt%, about 94.50 wt%, about 95.00 wt%, about 95.50 wt%, about 96.00 wt%, about 96.50 wt%, about 97.00 wt%, about 97.50 wt%, about 98.0 wt%, about 98.5 wt%, about 99.0 wt%, about 99.25 wt%, about 99.50 wt%, about 99.75 wt%, or any range including and / or between any two of the foregoing values.

[0077] Asphalt concrete may further include recycled materials, for example, recycled materials may include recycled bituminous materials, recycled aggregates, recycled asphalt pavement (RAP) shavings, recycled asphalt shingles (RAS), or mixtures thereof.

[0078] method In another aspect, the present technology provides a process for preparing a stable asphalt additive blend. The method for preparing a stable asphalt additive blend includes: combining the phospholipid material with an epoxidized renewable oil or fat having an oxirane content of about 1.0% to about 15.0%; mixing a phospholipid material with an epoxidized renewable oil or fat under high shear to obtain an asphalt additive blend; Includes.

[0079] The inventors have discovered that the scalable method of the present invention for combining epoxidized renewable oils or fats with phospholipid materials produces homogeneous and storage-stable asphalt additive blends. The inventors have observed a significant increase in viscosity and the formation of gelled products when epoxidized renewable oils and fats are mixed with phospholipid-containing materials (such as lecithin) under low shear blending. Such epoxidized oil / phospholipid material blends were not storage stable and underwent phase separation of materials within a few days, which did not occur with blends using non-epoxidized vegetable oils. The inventors have unexpectedly discovered that gradually combining epoxidized renewable oils or fats with phospholipid materials and mixing under high shear energy, such as provided by a laboratory bench-top homogenizer or high shear mill (e.g., IKA Ultra Turrax T50 basic or Benedict 3450 rpm 2HP), produces stable and low viscosity asphalt additive blends without visible gel phase formation or any obvious phase separation over time.

[0080] The resulting asphalt additive blend is consistent with the asphalt additives described herein. For example, the asphalt additive blend may include a weight ratio of phospholipid material to epoxidized renewable oil or fat of about 5:1 to about 1:5. The asphalt additive blend of the present technology may include a phospholipid material in an amount of about 10.0 wt% to about 80.0 wt% based on the total weight of the asphalt additive blend. The asphalt additive blend described herein may include about 10.0 wt% to about 80.0 wt% epoxidized renewable oil or fat based on the total weight of the asphalt additive blend. The epoxidized renewable oil or fat may be a fractionated epoxidized renewable oil or fat.

[0081] The method may further include combining the phospholipid material and the epoxidized renewable oil or fat with a fatty acid material described herein. For example, the asphalt additive blend may include from about 0.1 wt% to about 40.0 wt% of the fatty acid material, based on the total weight of the asphalt additive blend.

[0082] The asphalt additive blends described herein may have a viscosity of from about 20 cSt to about 10,000 cSt at 25°C.

[0083] In one aspect, the present technology provides a method of preparing an asphalt binder comprising combining bitumen with an asphalt additive described herein. For example, the method may comprise an asphalt additive blend prepared according to a method comprising combining a phospholipid material with an epoxidized renewable oil or fat having an oxirane content of about 1.0% to about 15.0%, and mixing the phospholipid material and the epoxidized renewable oil or fat under high shear to obtain an asphalt additive blend.

[0084] In another aspect, the present technology provides a method for reducing or preventing spalling, promoting adhesion, aiding compaction, and / or improving durability of asphalt concrete, comprising: adding an asphalt additive as described herein to bitumen to obtain an asphalt binder; combining an asphalt binder with a mineral aggregate to obtain an asphalt concrete; Asphalt concrete contains about 0.25 wt% to about 8.0 wt% asphalt binder and about 92.00 wt% to about 99.75 wt% mineral aggregate.

[0085] The invention thus generally described will be more readily understood by reference to the following examples, which are provided by way of illustration and are not intended to limit the invention. EXAMPLES

[0086] Example 1 - Preparation of epoxidized vegetable oils and methyl esters. The vegetable oils described herein were epoxidized with peracids formed in situ with hydrogen peroxide and formic acid. The desired amounts of vegetable oil and formic acid (0.5 mol to 1 mol of double bonds) were charged to a four-neck round bottom flask equipped with a thermocouple, nitrogen line, reflux condenser, addition funnel, and overhead stirrer. After the reactor was heated to 65°C, hydrogen peroxide (35% v / v, 1.8 mol peroxide per mol of double bonds) was added dropwise to the reaction via the addition funnel over a period of 2-3 hours. After addition was complete, the iodine value was measured to be 0 g I 2 The reaction is continued until it reaches or stabilizes at / 100 g. The product is then washed twice with water and dried at 65° C. under 20 torr vacuum, which gives a light to pale yellow liquid.

[0087] Example 2 - General preparation of stable epoxidized linseed oil and soy lecithin blend (warm mix additive blend). An amount of soy lecithin (SL) was slowly incorporated into an amount of epoxidized linseed oil (ELO) with 9.50% oxirane content under high shear mixing conditions to obtain a 1:1 weight ratio additive. The viscosity of the SL / ELO additive blends over a temperature range was measured using a dynamic shear rheometer (DSR). DSR measures and calculates different properties of asphalt binders such as the viscoelastic behavior of the tested asphalt binder. A constant shear rate was applied to the samples while the temperature was decreased from 50°C to -20°C. Samples with a size of 25 mm in diameter were prepared for testing. As shown in Figure 1, the SL / ELO additive exhibits a viscosity of about 2500 cSt at 25°C.

[0088] Following the procedure above, a SL / ELO additive was prepared further incorporating epoxidized soybean methyl ester (ESME) to yield a SL:ELO:ESME additive with a weight ratio of 1:1:0.5.

[0089] viscosity sweep Viscosity measurements of the above SL / ELO additive blends and various SL / ELO blends containing a third vegetable oil component were determined using DSR. A constant shear rate was applied to the samples while the temperature was decreased from 50°C to -20°C. 25mm diameter size samples were prepared for testing. As shown in Figure 2, the SL / ELO additive blends showed lower overall viscosity compared to additives containing additional 10% soybean oil (SBO), 20% SBO, and soybean methyl ester (SME). Thus, the measurements suggest that the lecithin / epoxidized renewable oil or fat asphalt additive blends surprisingly show improved lower viscosity than additives with a mixture of epoxidized renewable oil or fat and non-epoxidized renewable oil or fat.

[0090] Example 3 - Evaluation of synergistic adhesion promotion properties using the Tensile Strength Ratio (TSR) test. In this example, the synergistic effect of the 50 / 50 SL / ELO additive blend of Example 2 was evaluated by TSR testing (ASTM D4867-09(2014)) on hot mix asphalt made with dolomitic limestone aggregate. The TSR measurement evaluates the structural integrity of the asphalt mix. The TSR value is the ratio between the indirect tensile strength (psi) of the sample asphalt mix after the moisture regimen and the indirect tensile strength of the unconditioned dry asphalt mix: TSR(%)=(indirect tensile strength of test sample÷indirect tensile strength of unconditioned dry asphalt mix)×100. The TSR value is a measure of the resistance of a compacted sample to moisture-induced damage as determined by ASTM D4867-09(2014).

[0091] Indirect tensile strength (psi) is a measure of the amount of compressive force (or maximum load) that a material can withstand before failure. Indirect tensile strength is calculated by multiplying the maximum load (e.g., pounds) by the cross-sectional area (e.g., mm 2 ) divided by the bond strength (i.e., cracking). To obtain the indirect tensile strength value for each test specimen of asphalt, compacted specimens (test specimens and unconditioned dry asphalt mix specimens) were prepared and subjected to a compressive force applied by the bearing plate of the indirect tensile strength tester, and the maximum load before failure (i.e., cracking) of the test specimen was recorded. The maximum load is directly proportional to the tensile strength, which is a measure of the bond strength between the asphalt binder and the aggregate in the test specimen. A higher tensile strength indicates a greater stiffness of the test specimen.

[0092] A higher TSR indicates a lower moisture damage effect in a given mix. In this example, the SL-based composition contains 70 wt% SL blended with 30 wt% vegetable oil plasticizer to reduce the viscosity of the SL. As shown in Table 1 below, the SL and ELO blends demonstrated greater TSR improvement than the control (no additive) and the predicted linear average of the individual performance of the SL-based asphalt mix, or the ELO and SL-based additives, indicating the synergistic effect of blending the aforementioned components.

[0093] Table 1 shows that for the dolomite aggregate, the SL-based additive did not provide any improvement in TSR, while ELO showed a significant improvement. Most interestingly, the 50:50 blend of ELO and SL provided a similar impressive improvement over the control. It can be clearly seen that combining ELO with SL did not result in any loss of performance, even though SL itself did not provide any improvement. This is a clear example of the synergistic performance of epoxidized oil and phospholipid-containing materials. A similar trend can be seen for the Granite #1 aggregate, where the SL additive had a lower impact on the TSR values, but the combination of ELO and SL performed at a statistically similar level to that of ELO by itself.

[0094] [Table 1] * TSR(%)=(indirect tensile strength of test sample ÷ indirect tensile strength of unadjusted dry asphalt mix) * 100

[0095] Example 4 - Evaluation of synergistic adhesion promotion properties using the asphalt boil test. In this example, the synergistic effect of the 50 / 50 SL / ELO additive blend of Example 2 was compared to the individual use of the SL-based additive and ELO of Example 3 using the asphalt boil test described in the Virginia Department of Transportation's VTM-13 standard procedure. Quartzite aggregate was coated with PG64-22 asphalt binder containing 0.5% of each additive by weight of the asphalt binder. The results shown in Table 2 indicate the percentage of residual binder coating the aggregate after being subjected to boiling, with higher coatings being desirable. As shown in Table 2, the results demonstrate the same synergistic effect shown in the previous examples, in that the synergistic effect of the combination of the SL and ELO components resulted in performance that exceeded that of the linear average of the individual components.

[0096] [Table 2]

[0097] Example 5 - Evaluation of synergistic anti-strip properties exhibited by lecithin / epoxidized renewable oil blends in asphalt applications. The technology shows unexpected synergistic improvement of adhesion in asphalt pavement applications. Anti-stripping was evaluated using the Shaker Table Stripping Test. In addition to the TSR and boiling tests mentioned above, the anti-stripping performance of the additive was further evaluated using the Shaker Table Stripping Test. This test is used to evaluate the affinity between aggregate and bitumen after conditioning the bitumen-covered aggregate in water at 60°C with orbital stirring at variable speeds for a period of time. The test method was adapted based on the Quebec DOT method ("The Evaluation of Binder Resistance to Stripping for a Given Aggregate Surface." Quebec Department of Transportation, 2002.). In all examples, the method was adapted to have an agitation speed of 200 rpm, a test temperature of 60°C, and a test time of 24 hours, and was used on 75 grams of asphalt mix sample prepared as described in each example. A suitable orbital stirring speed can be 1-300 rpm, e.g., 100-200 rpm. A suitable test time can be 1-48 hours, e.g., 6-24 hours. Agitation of the mix simulates potential moisture damage in paving mixtures and accounts for the mechanism of displacement and possible spalling of bitumen coated aggregates by water. The percentage of bitumen coating retained on the aggregate is then visually assessed by quantifying the rocks covered with bitumen, whereby 90% of the coated rocks are considered to be passable relative to uncoated rocks.

[0098] In this example, the mineral aggregates used were all graded to be between 4.75mm and 9.5mm in size. The aggregates were washed on sieves under running water to remove debris and dust that may interfere with the aggregate's coverage surface area, and then dried in a forced air oven at 100°C. These processes were followed to reduce the variability of the test results recorded in the Quebec DOT method. This procedure is an improvement over the current Quebec DOT stripping test. The asphalt binder prepared contained 99.5wt% bitumen and 0.5wt% SL / ELO warm mix additive of Example 2. The blend was prepared by heating the bitumen to 150°C in a forced air oven, adding the appropriate weight of SL / ELO additive at room temperature, and blending for 30 seconds using a metal spatula. 3.2wt% asphalt binder by weight of aggregate was further combined and blended with the mineral aggregate for 2 minutes. The additive dosage level may depend on the aggregate mineral properties such as the surface chemistry and grade of the aggregate. The asphalt binder-aggregate mix was then placed in a forced air oven at 150°C to ensure uniform coating of the aggregate. This procedure was repeated 4-5 times until the mix was uniformly dispersed. The completed blend was then transferred and spread evenly on a flat surface and allowed to cure for 24 hours. Approximately 75g of material and 100g of water were transferred to a 120mL bottle and placed on an orbital shaker table to evaluate the strippability of the asphalt mix.

[0099] PG 64-22 asphalt mix modified with a warm mix additive blend of 50 wt% SL and 50 wt% ELO (50 / 50 SL / ELO) from Example 2. Two types of aggregate were used: approximately 90% CaCO 3 (Agg "A"), and 53.97% CaCO 3and the other aggregate (Agg "B"). As shown in Table 3, for both aggregates, the 50 / 50 SL / ELO additive exhibited greater anti-strip performance than the linear average of the individual performance of SL and ELO as additives. Thus, the lecithin / epoxidized renewable oil or fat of the present technology exhibits a synergistic enhancement of anti-strip properties in asphalt compared to the epoxidized renewable oil or fat alone or lecithin alone.

[0100] [Table 3]

[0101] Example 6 - Evaluation of warm mix properties. The use of laboratory methods to measure the ability of warm mix additives to reduce production temperatures has typically been difficult due to the high efficiency of laboratory compactors to achieve density targets. Recently, however, the Dongre Workability Test (DWT) has been developed to help capture such trends in the laboratory. In this example, the DWT was performed with Lithonia Granite and a 0.5 wt% dosage of SL / ELO additive in an asphalt binder, which advantageously provided both anti-stripping and WMA properties. As shown in Table 1 and Figure 3, the SL and ELO blend showed a 2.4°C reduction in finish roller temperature and a 7.3°C reduction in breakdown roller temperature. Table 4 shows that the SL / ELO additive in the asphalt binder improves (i.e., reduces) compaction temperatures compared to the control (no additive). The DWT temperatures are believed to directionally indicate the expected trends for compaction of the actual magnitude of possible temperature reduction, which may differ and possibly be much greater in the field. Thus, the results show that asphalt additives containing epoxidized renewable oils or fats and phospholipid materials exhibit WMA properties and aid in compaction.

[0102] [Table 4]

[0103] Example 7 - Storage stability of asphalt modified with SL / ELO additive. A heat aging test was conducted at 150°C for 4 weeks. Bitumen mixes were prepared according to the procedure above and placed in a 150°C oven and left for 4 weeks. Sampling of the asphalt-additive mixtures was conducted at the end of each week and applied to aggregates to test anti-strip performance. The bitumen coated aggregates were subjected to a 24 hour shake test and visual evaluation of the aggregates was conducted after completion of the shake bottle test. The results show that the asphalt containing the ELO-SL combination was able to maintain its performance better than ELO during the storage test. Faster skinning was also observed with the ELO modified asphalt blend than the ELO-SL blend, which may indicate significantly better thermal stability of the ELO-SL modified asphalt. As shown in Table 2 below, the % coating indicated the degree of intact coverage on the aggregate. The results highlighted in Table 5 below and Figure 4 further demonstrate the synergistic impact of the compositions of the present invention. The ELO-SL combination showed stronger resistance to spalling over 4 weeks of heat aging.

[0104] [Table 5] BWAA = by weight of additive-aggregate mix.

[0105] Example 8 - Binder compatibility with polyphosphoric acid (PPA). The compatibility of PG64-22 binder modified with ELO, SL, or 50 / 50 ELO / SL additives was evaluated when the binder was also modified with PPA. The resulting bitumen blends were tested using a dynamic shear rheometer (DSR) according to ASTM D7175 (2015) to determine the high temperature performance grade (HTPG) of the asphalt binder blends. PPA is believed to increase the HTPG of the asphalt binder. However, the use of high pH additives such as amine-functional additives may neutralize this effect. Therefore, the compatibility of the additives with PPA can be easily evaluated by demonstrating no loss of HTPG (i.e., lower values) after the addition of both additives. Modified asphalt binder blends were prepared by adding 0.5 wt% of the asphalt additives (ELO, SL, and SL / ELO) based on the total weight of bitumen. The blend was then annealed in a forced air oven at 155°C for 10 minutes, mixed with a metal spatula, and then poured into a 25mm silicone mold. The sample was cooled for at least 10 minutes and then placed on a DSR to obtain HTPG at three different temperatures, 58°C, 64°C, and 70°C, with a strain of 12% and conditioning for 10 minutes.

[0106] [Table 6]

[0107] As shown in Table 6, asphalts containing the ELO-SL combination did not show a statistically significant loss of HTPG when both additives were used. Both orders of addition of the two additives were tried, with no effect on the results. The examples show that the additives described in this invention are compatible with asphalt formulations incorporating PPA and significantly improve their utility compared to amine-based additives.

[0108] Example 9 - Evaluation of the effect of epoxy oxirane content (EOC) and oxirane distribution on adhesion properties. The present technology, as demonstrated herein, has demonstrated synergistic adhesive properties resulting from combining phospholipid-containing materials such as lecithin with different epoxidized oils and / or fats. Table 7 shows that increasing the %EOC inclusion of epoxidized triacylglycerides (TAGs) (in this case ESO and ELO blended with lecithin) improved their effectiveness as adhesion promoters, as measured by the % percent of aggregate coated after completion of the shake bottle test. As shown in Table 7, as the EOC of the epoxidized blend increased, the level of improvement in the coating also increased. For this reason, the use of epoxidized TAGs with higher potential EOC, such as ELO, improves the adhesive properties of the additives of the present technology.

[0109] [Table 7]

[0110] Example 10 - Evaluation of the influence of epoxidized oil structure on adhesive properties. Two soy lecithin blends were made using 50% epoxidized soy methyl ester (ESME) and compared to the ESO / SL blend of Example 9 for aggregate coating after completion of shaker table testing. The average EOC of ESME and ESO are very similar, but the oxirane functionality is distributed across a single fatty chain for ESME, as opposed to an average of about three fatty chains for ESO. The results shown in Table 8 indicate that the soy lecithin blend with the same amount of oxirane distributed throughout the TAG structure was more effective. Thus, the use of epoxidized methyl ester with lecithin as the epoxidized renewable oil and / or fat component shows improved adhesion, but the improved adhesion is less compared to epoxidized TAG as the epoxidized renewable oil and / or fat.

[0111] [Table 8]

[0112] Each of the above non-limiting aspects can stand alone or can be combined in various permutations or combinations with one or more of the other aspects or other subject matter described in this document. Although the present invention has been shown and described in certain aspects, those skilled in the art can make modifications, equivalent substitutions, and other types of modifications to the technology described herein after reading the foregoing specification. Each of the above aspects can also include or incorporate variations or aspects as disclosed with respect to any or all of the other aspects.

[0113] The present technology should also not be limited with respect to the specific embodiments described herein, which are intended as single examples. As will be apparent to one skilled in the art from the foregoing description, many modifications and variations of the present technology can be made without departing from its spirit and scope. Such modifications and variations are intended to fall within the scope of the appended claims. It should be understood that the present technology is not limited to specific methods, reagents, compounds, or compositions, which of course may vary. It should also be understood that the terms used herein are for the purpose of describing particular embodiments only, and are not intended to be limiting. Thus, the specification is intended to be considered only as exemplary, with the breadth, scope, and spirit of the present technology being indicated only by the appended claims, the definitions therein, and any equivalents thereof.

[0114] The embodiments illustratively described herein may suitably be practiced in the absence of any element(s), limitation(s) not specifically disclosed herein. Thus, for example, the terms "comprising," "including," "containing," etc. shall be read expansively and without limitation. Furthermore, the terms and expressions used herein are used as terms of description rather than limitation, and in using such terms and expressions, there is no intention to exclude the features shown and described or equivalents of portions thereof, but it is recognized that various modifications are possible within the scope of the claimed technology. Furthermore, the phrase "consisting essentially of" is understood to include the elements specifically recited and additional elements that do not materially affect the basic and novel characteristics of the claimed technology. The phrase "consisting of" excludes any elements not specified.

[0115] In addition, where features or aspects of the disclosure are described in terms of a Markush group, one of skill in the art will recognize that the disclosure is also thereby described in terms of any individual members or subgroups of members of the Markush group. Each of the narrower species and subgeneric groupings falling within the generic disclosure also form part of the invention. This includes the generic description of the invention with a condition or negative limitation removing any subject matter from the genus, whether or not the material removed is specific.

Claims

1. A phospholipid material; an epoxidized renewable oil or fat having an oxirane content of about 1.0% to about 15.0%; 1. An asphalt additive comprising:

2. 2. The asphalt additive of claim 1, wherein the asphalt additive comprises a weight ratio of the phospholipid material to the epoxidized renewable oil or fat of about 5:1 to about 1:

5.

3. 2. The asphalt additive of claim 1, wherein the asphalt additive comprises a weight ratio of the phospholipid material to the epoxidized renewable oil or fat of about 1:

1.

4. 10. The asphalt additive of claim 1, wherein the asphalt additive comprises from about 10.0 weight percent (wt%) to about 80.0 wt% of the phospholipid material, based on a total weight of the asphalt additive.

5. 5. The asphalt additive of claim 4, wherein the phospholipid material comprises at least about 50 wt% to 100 wt% phospholipid based on the total weight of the phospholipid material.

6. 5. The asphalt additive of claim 4, wherein the phospholipid material comprises a lecithin material, the lecithin material comprises soybean lecithin, rapeseed lecithin, sunflower seed lecithin, egg lecithin, peanut lecithin, corn lecithin, bovine brain lecithin, jojoba lecithin, or mixtures thereof, and / or the lecithin material comprises from about 5 wt % to about 100 wt % acetone insoluble matter.

7. 10. The asphalt additive of claim 1, wherein the asphalt additive comprises from about 10.0 wt % to about 80.0 wt % of the epoxidized renewable oil or fat, based on a total weight of the asphalt additive.

8. 8. The asphalt additive of claim 7, wherein the epoxidized renewable oil or fat comprises epoxidized soybean oil, epoxidized canola oil, epoxidized linseed oil, epoxidized soybean methyl ester, epoxidized linseed methyl ester, epoxidized tall oil fatty acid (TOFA), epoxidized acetylated triacylglycerol, epoxidized acetylated diacylglycerol, epoxidized acetylated monoacylglycerol, epoxidized jojoba oil, epoxidized 2-ethylhexyl soyate, epoxidized 2-ethylhexyl TOFA, epoxidized isoamyl soyate, epoxidized isoamyl palm stearin, epoxidized isoamyl TOFA, epoxidized isoamyl soyate, epoxidized soybean methyl ester acetate estolide, or mixtures thereof.

9. 10. The asphalt additive of claim 1, further comprising a fatty acid material, said fatty acid material comprising soybean oil, linseed oil, canola oil, or mixtures thereof.

10. 10. The asphalt additive of claim 9, wherein the asphalt additive comprises from about 0.1 wt% to about 40 wt% of the fatty acid material based on a total weight of the asphalt additive.

11. 10. The asphalt additive of claim 1, wherein the asphalt additive has a viscosity of about 20 cSt to about 10,000 cSt at 25°C.

12. the asphalt additive is a warm mix asphalt additive or a hot mix asphalt additive; and / or 10. The asphalt additive of claim 1, wherein the asphalt additive improves one or more performance characteristics in an asphalt application including adhesion, compaction, durability, anti-strip properties, or a combination thereof.

13. 13. Use of the asphalt additive of claim 1 to reduce or prevent spalling in asphalt applications, as a compaction aid in asphalt applications, or to promote adhesion in asphalt applications.

14. Bitumen; an asphalt additive comprising a phospholipid material and an epoxidized renewable oil or fat, the epoxidized renewable oil or fat having an oxirane content of about 1.0% to about 15.0%; An asphalt binder comprising: The asphalt binder comprises about 97.0 wt % to about 99.9 wt % bitumen, based on the total weight of the asphalt binder.

15. 15. The asphalt binder of claim 14, wherein the asphalt binder comprises from about 0.1 wt% to about 3.0 wt% of the asphalt additive, based on the total weight of the asphalt binder.

16. Asphalt concrete, about 0.25 wt % to about 8.0 wt % asphalt binder, based on the total weight of the asphalt concrete; Bitumen; Asphalt additive comprising a phospholipid material and an epoxidized renewable oil or fat having an oxirane content of about 1.0% to about 15.0% an asphalt binder comprising a mineral aggregate based on a total weight of the asphalt concrete; Including, The asphalt concrete comprising about 92.0 wt % to about 99.75 wt % of the mineral aggregate.

17. 1. A method for preparing a stable asphalt additive blend, comprising: combining a phospholipid material with an epoxidized renewable oil or fat having an oxirane content of about 1.0% to about 15.0%; mixing the phospholipid material with the epoxidized renewable oil or fat under high shear to obtain an asphalt additive blend; Including, A method for preparing a stable asphalt additive blend.

18. 1. A method for preparing an asphalt binder comprising the steps of: combining the bitumen with an asphalt additive comprising a phospholipid material and an epoxidized renewable oil or fat having an oxirane content of about 1.0% to about 15.0%; A method for preparing an asphalt binder.

19. 1. A method for reducing or preventing spalling, promoting adhesion, aiding compaction, and / or improving durability of asphalt concrete, comprising: combining an asphalt additive comprising a phospholipid material and an epoxidized renewable oil or fat with bitumen to obtain an asphalt binder; The asphalt binder is combined with a mineral aggregate to form an asphalt concrete, obtaining an asphalt concrete comprising about 0.25 wt % to about 8.0 wt % of the asphalt binder; A method comprising:

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