# US 2016/0355701 A1 · Modified asphaltic product and process

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- Number: US 2016/0355701 A1
- Document ID: US20160355701A1
- Status: Published application
- Kind: A1
- Application number: 15/178,535
- Filed: 2016-06-09
- Published: 2016-12-08
- Earliest claimed: 2011-03-30
- Inventors: Michael Des Jarlais; Karen S. Hyatt
- Web page: https://patentgrep.com/patent/US20160355701A1

## CPC

- C09D 195/00: Coating compositions based on bituminous materials, e.g. asphalt, tar, pitch
- C08L 95/00: Compositions of bituminous materials, e.g. asphalt, tar, pitch
- C08L 2205/035: containing four or more polymers in a blend
- C08L 2555/22: Asphalt produced above 140°C, e.g. hot melt asphalt
- C08L 2555/52: Aggregate, e.g. crushed stone, sand, gravel or cement
- C08L 2555/64: Oils, fats or waxes based upon fatty acid esters, e.g. fish oil, olive oil, lard, cocoa butter, bees wax or carnauba wax
- C08L 2555/84: Polymers comprising styrene, e.g. , polystyrene, styrene-diene copolymers or styrene-butadiene-styrene copolymers
- C09D: COATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR (cosmetics A61K; processes for applying liquids or other fluent materials to surfaces, in general, B05D; staining wood B27K5/02; glazes or vitreous enamels C03C; natural resins, French polish, drying-oils, driers, turpentine, per se, C09F; polishing compositions other than French polish, ski waxes C09G; adhesives or use of materials as adhesives C09J; materials for sealing or packing joints or covers C09K3/10; materials for stopping leaks C09K3/12; processes for the electrolytic or electrophoretic production of coatings C25D)
- C08L: COMPOSITIONS OF MACROMOLECULAR COMPOUNDS (compositions based on polymerisable monomers C08F, C08G; artificial filaments or fibres D01F; textile treating compositions D06)

## Abstract

An asphalt modifying binder product, which is essentially a cut-back bituminous binder, uniquely including a petroleum product, such as diesel fuel or alternatively an organic oil, including vegetable or animal derived fats or oils, or glycol, for use in the manufacture of cold-mix asphalt “CMA” and asphalt treated base products. When mixed with an dense-graded aggregate with fine aggregate fractions, a dense-graded and non-porous cold-mix asphaltic improved product is formulated. The improved product may be employed as a patching/paving material or an asphalt treated base, stays pliable for extended periods of time at an ambient temperature, and again meets the typical required specifications and standards, for stability, flow and voids, when tested as hot-mix asphalt or asphalt treated base.

## Claims

### Claim 1

A method for formulating a cut-back binder product for mixing with an aggregate, to produce a cold-mix asphalt product, the method comprising the steps of:
a) heating an asphalt base binder;
b) adding a SBS polymer, to form an admixture;
c) blending the admixture until substantially homogenous;
d) cooling the admixture;
e) mixing the admixture with an organic oil to form the cut-back binder product;
f) coating a dense-graded aggregate with the cut-back binder product; and
g) forming a dense-graded cold-mix asphalt product with the cut-back binder product and the dense-graded aggregate, the dense-graded cold-mix asphalt product pliable and ready for use after storage at an ambient temperature.

### Claim 2 (depends on 1)

The method for formulating the cold-mix asphalt product of claim 1, wherein the organic oil mixed into the admixture is approximately 15% to 40%, by weight of the total cut-back binder product.

### Claim 3 (depends on 1)

The method for formulating the cold-mix asphalt product of claim 1, wherein the organic oil is an animal derived oil.

### Claim 4 (depends on 1)

The method for formulating the cold-mix asphalt product of claim 1, wherein the organic oil is a vegetable derived oil.

### Claim 5 (depends on 1)

The method for formulating the cold-mix asphalt product of claim 1, wherein the organic oil is a glycerol.

### Claim 6 (depends on 5)

The method for formulating the cold-mix asphalt product of claim 5, additionally including the step of:
h) priming the dense-graded aggregate with approximately 0.5% to 5% by weight of the cut-back binder product by weight of the total cold-mix asphalt product, prior to adding the cut-back binder product to the dense-graded aggregate.

### Claim 7 (depends on 6)

The method for formulating the cold-mix asphalt product of claim 6, additionally including the step of:
i) cooling the dense-graded aggregate after priming, before adding the cut-back binder product to the dense-graded aggregate.

### Claim 8 (depends on 8)

The method for formulating the cold-mix asphalt product of claim 8, wherein the cut-back binder product is blended with the dense-graded aggregate without additional heating.

### Claim 9

A method for formulating a dense-graded cold-mix asphalt product, the method comprising the steps of:
a) heating an asphalt base binder;
b) mixing in an organic oil to form an admixture;
c) cooling the admixture to form a cooled admixture; and
d) blending the cooled admixture with a dense-graded aggregate to form the dense-graded cold-mix asphalt product, the dense-graded cold-mix asphalt product stable and pliable at an ambient temperature.

### Claim 10 (depends on 9)

The method for formulating the dense-graded cold-mix asphalt product of claim 9, wherein the organic oil mixed into the admixture is approximately 15% to 40%, by weight of the total admixture.

### Claim 11 (depends on 9)

The method for formulating the dense-graded cold-mix asphalt product of claim 9, wherein the organic oil is an animal derived oil.

### Claim 12 (depends on 9)

The method for formulating the dense-graded cold-mix asphalt product of claim 9, wherein the organic oil is a vegetable derived oil.

### Claim 13 (depends on 9)

The method for formulating the dense-graded cold-mix asphalt product of claim 9, wherein the organic oil is a glycerol.

### Claim 14 (depends on 9)

The method for formulating the dense-graded cold-mix asphalt product of claim 9, additionally including the steps of:
e) adding a SBS polymer to the asphalt base binder to form the admixture, prior to blending the cooled admixture with the dense-graded aggregate; and
f) blending the admixture with a vegetable oil prior to blending the cooled admixture with the dense-graded aggregate.

### Claim 16 (depends on 9)

The method for formulating the dense-graded cold-mix asphalt product of claim 9, additionally including the steps of:
e) adding a SBS polymer to the asphalt base binder to form the admixture, prior to blending the cooled admixture with the dense-graded aggregate; and
f) blending the admixture with a diesel oil prior to blending the cooled admixture with the dense-graded aggregate.

### Claim 17 (depends on 16)

The method for formulating the dense-graded cold-mix asphalt product of claim 16, additionally including the step of:
g) adding a paraffin to the asphalt base binder.

### Claim 18

A dense-graded cold-mix asphalt product comprising:
a heated asphalt base binder combined with a SBS polymer, to form an admixture, and the admixture blended until substantially homogenous;
the admixture cooled and mixed with an organic oil to form a cut-back binder product;
the ‘cut-back’ binder product combined with a dense-graded aggregate to form the dense-graded cold-mix asphalt product; and
the dense-graded cold-mix asphalt product applied at an ambient temperature.

### Claim 19 (depends on 18)

The dense-graded cold-mix asphalt product of claim 18, wherein:
the dense-graded aggregate is primed with approximately 0.5% to 5% by weight of the cut-back binder product by weight of the total dense-graded cold-mix asphalt product, prior to adding the cut-back binder product to the dense-graded aggregate, to form the dense-graded cold-mix asphalt product.

### Claim 20 (depends on 18)

The dense-graded cold-mix asphalt product of claim 18, wherein the cut-back binder product is blended with the dense-graded aggregate without additional heating of the dense-graded cold-mix asphalt product.
