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

• US 9,739,018 B2
• Filed: 01/09/2017
• Issued: 08/22/2017
• 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:
  US15/401,995
• Publication Number:
  US 20170114506A1
• Time in Patent Office: 225 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 longitudinal asphalt pavement construction joint area for construction of pavements that comprises a first substrate that defines a surface to be paved, a hot mix application portion and a void reducing asphalt membrane composition provided between the first substrate and the hot mix application, the void reducing asphalt membrane composition comprising:

an asphalt binder;

an elastomeric polymer;

a wax modifier; and

at least one of fumed silica and fumed alumina

wherein the asphalt binder comprises 85 to 97 wt. % of the void reducing asphalt membrane composition, and wherein the at least one fumed silica and fumed alumina imparts lateral flow resistance and a non-tacky characteristic to the void reducing asphalt membrane composition.

2. A longitudinal asphalt pavement construction joint area for construction of pavements according to claim 1, wherein the void reducing asphalt membrane composition comprises 1-10 wt. % of the at least one of fumed silica and/or fumed alumina.

3. A longitudinal asphalt pavement construction joint area for construction of pavements according to claim 1, wherein the first substrate comprises at least one of asphalt, concrete, brick, stone or metal.

4. A longitudinal asphalt pavement construction joint area for construction of pavements according to claim 1, wherein the hot mix application portion comprises first and second side-by-side adjacent paving passes and the void reducing asphalt membrane composition is provided below the first and second adjacent paving passes in an intended area of the longitudinal asphalt pavement construction joint.

5. A longitudinal asphalt pavement construction joint area for construction of pavements according to claim 1, wherein the void reducing asphalt membrane composition migrates into the hot mix application in the area of the joint portion to reduce air voids and water permeability.

6. A longitudinal asphalt pavement construction joint area for construction of pavements according to claim 5, wherein the air voids are reduced to 7% or lower.

7. A longitudinal asphalt pavement construction joint area for construction of pavements according to claim 1, wherein the void reducing asphalt membrane composition is substantially tack-free to pick-up by construction traffic within about 30 minutes after application.

8. An asphalt pavement void reducing asphalt membrane composition that comprises:

an asphalt binder;

an elastomeric polymer;

a wax modifier; and

at least one of

fumed silica and fumed alumina,

wherein the asphalt binder comprises 85 to 97 wt. % of the void reducing asphalt membrane composition, and

wherein the at least one fumed silica and fumed alumina imparts lateral flow resistance and a non-tacky characteristic to the void reducing asphalt membrane composition.

9. An asphalt pavement void reducing membrane composition according to claim 8, further comprising a saponified fatty acid and a resin acid gelling compound.

10. An asphalt pavement void reducing asphalt membrane composition according to claim 8, wherein the at least one of fumed silica and fumed alumina comprises 1-10 wt. % of the void reducing asphalt membrane composition.

11. A method of forming a pavement longitudinal asphalt pavement construction joint which comprises:

providing a first substrate that defines a surface to be paved;

applying a band of a void reducing asphalt membrane composition on the first substrate, said void reducing asphalt membrane composition comprising;

an asphalt binder;

an elastomeric polymer;

a wax modifier; and

at least one of fumed silica and fumed alumina,

wherein the asphalt binder comprises 85 to 97 wt. % of the void reducing asphalt membrane composition, and

wherein the at least one fumed silica and fumed alumina imparts lateral flow resistance and a non-tacky characteristic to the void reducing asphalt membrane composition; and

providing a hot mix above the band of the void reducing asphalt membrane composition.

12. A method of forming a longitudinal asphalt pavement construction joint according to claim 11, wherein the void reducing asphalt membrane composition further comprises;

a saponified fatty acid and a resin acid gelling compound.

13. A method of forming a longitudinal asphalt pavement construction joint according to claim 11, wherein the at least one of fumed silica and fumed alumina comprises 1-10 wt. % of the void reducing asphalt membrane composition.

14. A method of forming a longitudinal asphalt pavement construction joint according to claim 11, wherein the hot mix comprises first and second side-by-side adjacent paving passes and the void reducing asphalt membrane composition is further provided below the first and second paving passes in an intended area of the longitudinal asphalt pavement construction joint where the first and second paving passes are joined.

15. A method of forming a longitudinal asphalt pavement construction joint according to claim 11, wherein the hot mix application comprises first and second side-by-side adjacent paving passes and the void reducing asphalt membrane composition is provided below the first and second side-by-side adjacent paving passes in an intended area of the longitudinal asphalt pavement construction joint where at the first and second paving passes are joined including along a vertical face of the first paving pass.

16. A method of forming a longitudinal asphalt pavement construction joint according to claim 11, wherein the band of void reducing asphalt membrane is applied by spraying.

17. A method of forming a longitudinal asphalt pavement construction joint according to claim 16, wherein the band of void reducing asphalt membrane is applied using a spray application vehicle.

18. A method of forming a longitudinal asphalt pavement construction joint according to claim 11, wherein the band of void reducing asphalt membrane has a width of between about 4 and 24 inches and a thickness of between about 1/16 and 3/8 inches.

19. A method of forming a longitudinal asphalt pavement construction joint according to claim 11, further allowing the void reducing asphalt membrane composition to migrate into the hot mix application portion to reduce air voids and water permeability in the hot mix application in an intended area of the longitudinal asphalt pavement construction joint.

20. A method of forming a longitudinal asphalt pavement construction joint according to claim 19, wherein the air voids are reduced to 7% or lower.

21. A method of forming a longitudinal asphalt pavement construction joint according to claim 11, wherein the first substrate comprises at least one of asphalt, concrete, brick, stone or metal.

22. A void reducing asphalt membrane composition over which a hot mix asphalt is applied during an asphalt paving process which void reducing asphalt membrane composition comprises:

an asphalt binder;

an elastomeric polymer;

a wax modifier; and

at least one of fumed silica and fumed alumina,

whereby when a hot mix asphalt is applied over the void reducing asphalt membrane the void reducing asphalt membrane composition migrates upward into the hot mix asphalt, and wherein the at least one fumed silica and fumed alumina imparts lateral flow resistance and a non-tacky characteristic to the void reducing asphalt membrane composition to fill air voids and reduces water permeability in the hot mix asphalt.

23. A void reducing asphalt membrane composition according to claim 22, wherein the void reducing asphalt membrane composition comprises 1-10 wt. % of the at least one of fumed silica and fumed alumina.

24. A void reducing asphalt membrane composition according to claim 22, wherein the air voids are reduced to 7% or lower.

25. A void reducing asphalt membrane composition according to claim 23, wherein the void reducing asphalt membrane composition is substantially tack-free to pick-up by construction traffic within about 30 minutes after being applied to a surface to be paved.