Void reducing asphalt membrane composition, method and apparatus for asphalt paving applications

• US 9,732,478 B2
• Filed: 03/09/2016
• Issued: 08/15/2017
• Est. Priority Date: 03/09/2015
• Status: Active Grant

• Current Assignee: Heritage Research Group, LLC
• Original Assignee: Heritage Research Group
• Inventors: Kriech, Anthony J., Wissel, Herbert L., Reece, Timothy P., Exline, Marvin Keller
• Primary Examiner(s): Addie, Raymond W
• Application Number:
  US15/064,819
• Publication Number:
  US 20160265169A1
• Time in Patent Office: 524 Days
• Field of Search: 404 17, 404 31, 404 72, 404 75, 404107, 404111
• CPC Class Codes: C08K 2003/2227 of aluminium
• CPC Class Codes: C08K 3/013 Fillers, pigments or reinforcing additives
• CPC Class Codes: C08K 3/36 Silica
• CPC Class Codes: C08K 5/09 Carboxylic acids; Metal salts thereof; Anhydrides thereof
• CPC Class Codes: C08L 101/12 characterised by physical features, e.g. anisotropy, viscosity or electrical conductivity liquid crystal materials or compositions C09K19/00
• CPC Class Codes: C08L 2555/50 Inorganic non-macromolecular ingredients
• CPC Class Codes: C08L 2555/60 Organic non-macromolecular ingredients, e.g. oil, fat, wax or natural dye
• CPC Class Codes: C08L 2555/80 Macromolecular constituents
• CPC Class Codes: C08L 2555/84 Polymers comprising styrene, e.g. , polystyrene, styrene-diene copolymers or styrene-butadiene-styrene copolymers
• CPC Class Codes: C08L 91/06 Waxes
• CPC Class Codes: C08L 93/00 Compositions of natural resins; Compositions of derivatives thereof of polysaccharides C08L1/00 - C08L5/00; of natural rubber C08L7/00
• CPC Class Codes: C08L 95/00 Compositions of bituminous materials, e.g. asphalt, tar, pitch
• CPC Class Codes: E01C 11/02 Arrangement or construction of joints for pavings consisting of prefabricated units E01C5/00; Methods of making joints machines therefor E01C23/02, E01C23/09; removable joint shutterings E01C23/021; Packing for joints sealing joints not restricted to road or airfield paving E04B1/68
• CPC Class Codes: E01C 11/24 Methods or arrangements for preventing slipperiness or protecting against influences of the weather measures taken in connection with the foundation E01C3/06; paving elements with anti-slip inlays E01C5/22; aggregates resisting to grinding E01C7/085, E01C7/142, E01C7/182; specially for surface layers E01C7/35; reinforcements extending up to the surface E01C11/16, E01C11/18, E01C11/185; drainage E01C11/22; windscreens E01F7/02; snow fences E01F7/02; combating fog E01H13/00
• CPC Class Codes: E01C 7/18 of road-metal and bituminous binders for surface treatments except for penetration coverings, or for thin surface layers E01C7/353; bituminous mixtures C08L95/00
• CPC Class Codes: E01C 7/185 Isolating, separating or connecting intermediate layers, e.g. adhesive layers; Transmission of shearing force in horizontal intermediate planes, e.g. by protrusions E01C7/187 takes precedence; adhesive layers for materials E01C7/35
• CPC Class Codes: E01C 7/30 of road-metal and other binders, e.g. synthetic material , i.e. resin
• CPC Class Codes: E01C 7/32 of courses of different kind made in situ
• CPC Class Codes: E01C 7/325 Joining different layers, e.g. by adhesive layers; Intermediate layers, e.g. for the escape of water vapour, for spreading stresses sliding layers E01C7/34

Abstract

A void reducing asphalt membrane composition for asphalt pavements that includes: an asphalt binder; an elastomeric polymer; a wax modifier; and at least one of: i) fumed silica or fumed alumina; and ii) a saponified fatty acid and a resin acid gelling compound. The composition is resistant to flow when applied and migrates into hot mix asphalt in the area of the longitudinal joint to reduce air voids to 7% or less and reduce water permeability. The composition becomes tack-free quickly after application. The composition bonds to asphalt, concrete, brick, stone and metal.

Claims

1. A method of reducing voids in asphalt pavement joints defined between first and second side-by-side adjacent asphalt paving passes which method comprises:

providing a joint composition that comprises;

an asphalt binder selected from paving grade asphalts;

an elastomeric polymer;

a wax modifier; and

at least one of fumed silica and fumed alumina;

applying a band of the joint composition to a surface upon which an asphalt pavement joint will be formed between first and second side-by-side adjacent asphalt paving passes;

forming first and second side-by-side adjacent asphalt paving passes on the surface using hot mix asphalt so that a joint defined between the first and second side-by-side asphalt paving passes is aligned over the band of the joint composition,

allowing the joint composition to migrate upward into the hot asphalt paving passes so as to reduce air voids in the hot asphalt paving passes in the area of the joint to 7% or less, wherein the at least one of fumed silica and fumed alumina imparts lateral flow resistance and a non-tacky characteristic to the void reducing asphalt membrane composition.

2. A method of reducing voids in asphalt pavement joints defined between first and second side-by-side adjacent asphalt paving passes according to claim 1, wherein the thickness of the band of joint composition applied to the surface provides a sufficient amount of the joint composition to migrate upward and into the hot asphalt passes to reduce air voids in the area of the joint to 7% or less.

3. A method of reducing voids in asphalt pavement joints defined between first and second side-by-side adjacent asphalt paving passes according to claim 2, wherein the thickness of the band of joint composition applied to the surface ranges from 1/16 to ⅜

inches or greater.

4. A method of reducing voids in asphalt pavement joints defined between first and second side-by-side adjacent asphalt paving passes according to claim 1, wherein the wax modifier stiffens the joint composition on the surface to prevent lateral flow of the band of the joint composition and reduces viscosity of the joint composition and allows the joint composition to migrate upward into the area of the joint when the hot mix asphalt paving passes are formed over the band of the joint composition.

5. A method of reducing voids in asphalt pavement joints defined between first and second side-by-side adjacent asphalt paving passes according to claim 1, wherein the wax modifier comprises 1 to 5 wt. % of the joint composition.

6. A method of reducing voids in asphalt pavement joints defined between first and second side-by-side adjacent asphalt paving passes according to claim 1, wherein the wax modifier comprises a vegetable wax, an animal wax, a mineral wax, a petroleum wax or mixtures thereof.

7. A method of reducing voids in asphalt pavement joints defined between first and second side-by-side adjacent asphalt paving passes according to claim 6, wherein the wax modifier comprises an oxidized wax, an amide wax, a fatty acid, a soap or mixtures thereof.

8. A method of reducing voids in asphalt pavement joints defined between first and second side-by-side adjacent asphalt paving passes according to claim 1, wherein the at least one of fumed silica and fumed alumina renders the band of joint composition substantially tack-free to pick-up by construction traffic within about 30 minutes after application.

9. A method of reducing voids in asphalt pavement joints defined between first and second side-by-side adjacent asphalt paving passes according to claim 8, wherein the total amount of fumed silica and fumed alumina comprises 1 to 10 wt. % of the joint composition.

10. A method of reducing voids in asphalt pavement joints defined between first and second side-by-side adjacent asphalt paving passes according to claim 1, wherein the joint composition further comprises a saponified fatty acid and a resin acid gelling compound that controls the rate at which the joint composition sets and cures.

11. A method of reducing voids in asphalt pavement joints defined between first and second side-by-side adjacent asphalt paving passes according to claim 10, wherein the total amount of saponified fatty acid and resin gelling compound comprises up to 3 wt. % of the joint composition.

12. A method of reducing voids in asphalt pavement joints defined between first and second side-by-side adjacent asphalt paving passes according to claim 1, wherein band of joint composition is applied by one of coating, rolling or spraying.

13. A method of reducing voids in asphalt pavement joints defined between first and second side-by-side adjacent asphalt paving passes according to claim 1, wherein the band of joint compound is partially applied to a vertical edge of at least one of the first and second side-by-side adjacent paving passes.

14. An asphalt pavement joint composition for constructing join areas between side-by-side asphalt paving passes which joint composition comprises:

an asphalt binder;

an elastomeric polymer;

a wax modifier;

at least one of fumed silica and fumed alumina; and

a saponified fatty acid and a resin acid gelling compound,

wherein the joint composition is formulated to include 85 to 97 wt. % of the asphalt binder, 1 to 6 wt. % of the elastomeric polymer, 1 to 5 wt. % of the wax modifier, 1 to 10 total wt. % of the fumed silica and fumed alumina, and up to 3 total wt. % of the saponified fatty acid and resin acid gelling, whereby at least one of fumed silica and fumed alumina imparts lateral flow resistance and a non-tacky characteristic to the joint composition so that the joint composition resists lateral flow when applied to a surface upon which an asphalt pavement is to be formed, and the joint composition will migrate upward into a hot asphalt paving pass applied over the joint composition and fill voids and reduce water permeability within the hot asphalt pass.

15. An asphalt pavement joint composition for constructing join areas between side-by-side asphalt paving passes according to claim 14, wherein the joint composition becomes substantially tack-free to pick-up by construction traffic about 30 minutes after being applied to a surface upon which an asphalt pavement is to be formed.