High-friction road patch

Patent metadata

Field	Value
Publication number	US-12435476-B2
Application number	US-202117484892-A
Country	US
Kind code	B2
Filing date	Sep 24, 2021
Priority date	Sep 25, 2020
Publication date	Oct 7, 2025
Grant date	Oct 7, 2025

Abstract

A high-friction road patch may comprise an aggregate capable of providing sufficient friction between a road surface and vehicle wheel. In some embodiments, the patch may comprise a waterproof, asphalt overlay with a first layer of cured bitumen and calcined bauxite aggregate particles, a second layer of viscous bitumen and a reinforcement component, and a binder layer for bonding the overlay with the road surface. The resulting product may provide a sufficient skid resistance value in an overlay that is far less susceptible to or incapable of debonding as with prior art solutions.

First claim

What is claimed is:

1. A layered, pre-fabricated overlay for enhancing road surface friction, comprising:
a first layer composed of cured bitumen comprising aggregate particles at least partially embedded therein and exposed to contact with automobile tires, wherein the aggregate particles comprise calcined bauxite and wherein the aggregate particles provide increased surface friction above a surface friction of the road surface;
a second layer disposed beneath said first layer and comprising viscous bitumen; said second layer further comprising a reinforcement component selected from a group consisting of: a) fibrous material disposed within said viscous bitumen; b) a mesh screen encapsulated within said viscous bitumen; and c) a combination of a) and b); and
a binder layer on an underside of the second layer for bonding the overlay with the road surface, wherein the road surface is heated to a temperature of between 75° F. and 150° F. before the overlay is applied to the road surface.

2. The overlay of claim 1 , wherein the binder layer comprises at least one of a) modified asphalt; b) neat asphalt; and c) asphalt-extended resin.

3. The overlay of claim 2 , wherein the aggregate particles comprise a blend comprising calcined bauxite and at least one additional, locally-available material.

4. The overlay of claim 3 , wherein the aggregate particles comprise a blend of calcined bauxite, at least one additional, locally-available material and at least one material provided at a road surface location where the overlay is installed.

5. The overlay of claim 3 , wherein the aggregate particles comprise a blend of materials selected based on a selected coefficient of friction between the overlay and an automobile tire surface when the overlay is installed.

6. The overlay of claim 3 , wherein the at least one additional, locally-available material is provided to achieve a selected coefficient of friction.

7. The overlay of claim 1 , wherein a first portion of the overlay is severable from a second portion of the overlay, the first portion applied to the road surface, and the second portion in a rolled position.

8. The overlay of claim 1 , wherein heat applied to the road surface is applied by a torch.

9. The overlay of claim 1 , wherein a tamping pressure of at least 35 psi is applied to the overlay to bond the overlay to the road surface.

10. The overlay of claim 1 , wherein the aggregate comprises at least 50 100 percent passing the 4.75 mm sieve, at least 95 percent passing the 3.36 mm sieve, and no more than 5 percent passing the 1.18 mm sieve particle size.

11. The overlay of claim 2 , wherein the first layer has an aggregate particle density of at least 27 particles per square inch.

12. The overlay of claim 1 , wherein a surface area of the overlay is 100 square feet or less.

13. The overlay of claim 1 , wherein the binder layer comprises a bituminous adhesive membrane.

14. The overlay of claim 1 , wherein the overlay comprises a moisture transmission rate of less than 1×10 −5 cm/s.

15. A method for enhancing road surface friction, comprising:
providing a pre-fabricated overlay for application to the road surface, wherein the overlay comprises:
a first layer composed of cured bitumen and aggregate particles at least partially embedded therein, wherein the aggregate particles comprise calcined bauxite and wherein the aggregate particles provide increased surface friction above a surface friction of the road surface, and wherein the first layer is exposed to contact with automobile tires;
a second layer comprising viscous bitumen disposed beneath the first layer, the second layer further comprising a reinforcement component that is selected from a group consisting of: a) fibrous material disposed within said viscous bitumen; b) a mesh screen encapsulated within said viscous bitumen; and, c) a combination of a) and b); and
a binder layer on an underside of the second layer for bonding the overlay with the road surface; and

applying the overlay to the road surface, wherein the road surface is heated to a temperature of between 75° F. and 150° F. before the overlay is applied to the road surface.

16. The method of claim 15 , wherein the binder layer comprises at least one of a) modified asphalt; b) neat asphalt; and c) asphalt-extended resin, and wherein the applying the overlay comprises:
heating, via a heat source, an area of the road surface for which friction enhancement is desired;
positioning a pre-fabricated overlay roll comprising the pre-fabricated overlay onto a surface of the area; and
applying a pressure to a surface of the pre-fabricated overlay.

17. The method of claim 15 , wherein the aggregate particles comprise a blend comprising calcined bauxite and at least one additional, locally-available material.

18. The method of claim 17 , wherein the aggregate particles comprise a blend of calcined bauxite, at least one additional, locally-available material and at least one material provided at a road surface location where the overlay is installed.

19. The method of claim 17 , wherein the aggregate particles comprise a blend of materials selected based on a selected coefficient of friction between the overlay and an automobile tire surface when the overlay is installed.

20. A layered, pre-fabricated overlay for enhancing road surface friction, comprising:
a first layer composed of cured bitumen comprising calcined bauxite aggregate particles at least partially embedded therein, wherein the aggregate particles provide increased surface friction above a surface friction of the road surface;
a second layer disposed beneath said first layer and comprised of viscous bitumen and a reinforcement component comprising fibrous material; and
a binder layer on an underside of the second layer for bonding the overlay with the road surface wherein the binder layer comprises at least one of a) modified asphalt; b) neat asphalt; and c) asphalt-extended resin, and wherein the road surface is heated to a temperature of between 75° F. and 150° F. before the overlay is applied to the road surface.

Assignees

• Univ Auburn

Inventors

• Powell Raymond L
• Nelson Jason

Classifications

• E01C5/085

  on prefabricated supporting structures or prefabricated foundation elements except coverings made of layers of similar elements · CPC title

• E01C5/12

  made of units with bituminous binders {or from bituminous material, e.g. asphalt mats} · CPC title

• E01C2201/167

  by reinforcement or mesh · CPC title

• B32B2250/03

  3 layers · CPC title

• B32B7/12

  using interposed adhesives or interposed materials with bonding properties · CPC title