High friction surface coating and method of making thereof

Abstract

A high friction surface coating comprising a resin and an aggregate, the aggregate comprising a blend of calcined bauxite and particles of sandstone and/or Tuff. Optionally, the particles of sandstone and/or Tuff in the aggregate may be from the Paleozoic era, including the Carboniferous, Devonian, Silurian, Ordovician and Cambrian periods.

Claims

1. A high friction surface coating comprising a resin and an aggregate, wherein said aggregate comprises a blend of calcined bauxite and particles of sandstone or Tuff, wherein said particles of sandstone or Tuff have a particle size of between 1 mm and 3 mm.

2. A surface coating as claimed in claim 1, wherein said particles of sandstone or Tuff are from the Paleozoic era, including one or more of the Carboniferous, Devonian, Silurian, Ordovician and Cambrian periods.

3. A surface coating as claimed in claim 1, wherein said blend comprises a 50/50 ratio of said calcined bauxite to said particles of sandstone or Tuff.

4. A surface coating as claimed in claim 3, wherein said calcined bauxite has a particle size of between 1 mm and 3 mm.

5. A surface coating as claimed claim 1, wherein the skid resistance value (SRV) of the coating is at least 70.

6. A method of making a high friction surface coating comprising the steps of applying a resin binder to the road surface substrate and broadcasting an aggregate over the resin binder, wherein said aggregate comprises a blend of calcined bauxite and particles of sandstone or Tuff having a particle size of between 1 mm and 3 mm.

7. A method of making a surface coating as claimed in claim 6, wherein said blend comprises a 50/50 ratio of said calcined bauxite to said particles of sandstone or Tuff.

8. A method of making a surface coating as claimed in claim 7, wherein said calcined bauxite has a particle size of between 1 mm and 3 mm.

9. A method of making a high friction surface coating comprising the steps of premixing an aggregate with a resin binder to form a mixture, heating said mixture and screeding said mixture over a road surface substrate, wherein said aggregate comprises a blend of calcined bauxite and particles of sandstone or Tuff having a particle size of between 1 mm and 3 mm.

10. A method of making a surface coating as claimed in claim 9, wherein said blend comprises a 50/50 ratio of said calcined bauxite to said particles of sandstone or Tuff.

11. A method of making a surface coating as claimed in claim 10, wherein said calcined bauxite has a particle size of between 1 mm and 3 mm.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) An embodiment of the present invention will now be described by way of example only, with reference to the accompanying drawings, in which:

(2) FIG. 1 shows a schematic cross sectional view of a high friction surface coating in accordance with an embodiment of the present invention; and

(3) FIG. 2 is a schematic cross sectional view of the surface coating of FIG. 1 after wear.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS

(4) A HFS system in accordance with an embodiment of the present invention comprises a resin binder and a blend of calcined bauxite and a natural sandstone (preferably comprising Carboniferous, Devonian or Silurian sandstone) and/or Tuff aggregate having a particle size of 1-3 mm.

(5) Tuff aggregate is a pyroclastic rock formed by the compaction and lithification of volcanic ash. They are from the Ordovician geological period (approx. 450 million years old).

(6) Specimens of such HFS system have been tested and compared to specimens comprising 100% calcined bauxite and 100% Carboniferous sandstone respectively.

(7) For each aggregate blend tested, three stone mastic asphalt (SMA) slab bases (305×305×50 mm) were made using a Cooper roller compactor. Tape was adhered around the edges of the slab bases to act as formwork to hold epoxy resin in place.

(8) An epoxy resin was poured onto the slab bases and levelled off using a squeegee.

(9) The aggregate product, respectively comprising 100% calcined bauxite, a range of selected blends of calcined bauxite and sandstone in accordance with the present invention and 100% sandstone, were then applied to the epoxy resin of each specimen and evenly spread over the surface.

(10) After curing overnight, the formwork was removed and excess aggregate swept from the surface.

(11) The HFS specimens then underwent initial testing for skid resistance, texture depth and erosion index. After initial testing, the specimens were subjected to simulated trafficking (wear) on a road test machine.

(12) After 100,000 wheel passes of simulated trafficking, the HFS specimens were tested for skid resistance, texture depth and erosion index.

(13) The test results for skid resistance, texture depth and erosion index passed the laboratory performance requirements for HFS systems before and after 100,000 wheel passes on the RTM. Using an initial blend ratio of 50/50 (calcined bauxite/sandstone) the skid resistance value (SRV) was 79. A blend ratio of natural sandstone aggregate and calcined bauxite has been devised that will give a skid resistance value (SRV) of 80+ after 100,000 wheel passes on the RTM. This will provide an extra factor of safety to give confidence in the HFS system of the present invention.

(14) The excellent skidding resistance properties of known HFS systems using calcined bauxite are achieved due to the calcined bauxite's excellent resistance to polishing and wear by car tyres and by the sharp edges retained during the quarry crushing process. The sharp edges dig into the tyres during braking, replicating high stress point loads, and resist the vehicle from sliding out of control.

(15) The majority of road surfacing asphalt materials comprise a combination of different aggregate sizes, with the maximum aggregate sizes typically being 14 mm or 10 mm. The natural sandstone aggregate proposed to be blended with the calcined bauxite in accordance with the present invention would not typically be used in known road surfacing asphalt materials. Although natural aggregate sandstone possesses excellent resistance to polishing by car tyres, the coarser aggregate sizes typically used (14 mm or 10 mm) do not resist wear or abrasion by car tyres and will eventually abrade away over time.

(16) However, when this natural sandstone aggregate is crushed down to the required 1-3 mm size and blended with calcined bauxite for use in the HFS system in accordance with the present invention, it has been shown, during studies by the inventor, that the blended aggregate performs similarly to HFS systems using 100% calcined bauxite and does not suffer from abrasion by car tyres to the same extent as it would in the larger stone size asphalt mixes.

(17) Furthermore, the blend of calcined bauxite and sandstone aggregate shows substantially increased resistance to abrasion and polishing compared to the specimen using 100% sandstone aggregate.

(18) Although a 100% sandstone specimen has been found to achieve a skid resistance value 5 points above the specification limit of 70, it is believed that the 100% sandstone would fail prematurely in-service in terms of durability. This is due to the soft nature of the sandstone and after being exposed to freeze/thaw cycles, snow, rain and heavy traffic stresses premature failure would be inevitable. However, the provision of harder/tougher calcined bauxite in the blend is believed to protect the softer sandstone from wearing away during testing. The calcined bauxite absorbs most of the impact energy during testing whilst allowing the sandstone to maintain high levels of skid resistance.

(19) FIG. 1 illustrates a high friction surface coating in accordance with the present invention comprising a blend or matrix of calcined bauxite particles 2 and a natural sandstone and/or Tuff aggregate 4 bound in an epoxy resin 6. The calcined bauxite and sandstone/Tuff particles have a particle size of between 1-3 mm. A shown in FIG. 1, initially the particles of calcined bauxite 2 and sandstone/Tuff 4 have sharp edges defining a skid resistant surface that provides high grip for vehicle tyres.

(20) Over time, wear or polishing occurs to the particles of the blend at the surface of the material. A shown in FIG. 2, at least initially the relatively soft sandstone/Tuff particles 4 wear at a higher rate than the particles of calcined bauxite 2, and hence differential polishing occurs. This can be compared to known high friction surface coatings formed from a single material, where the wear or polishing tends to occur evenly across the surface of the material. Whilst the general polishing tends to remove materials, the differential polishing tends to create relief between the soft and hard minerals. The differential polishing mechanism causes the hard calcined bauxite particles to protect the softer sandstone from quickly polishing or abrading away.

(21) The invention is not limited to the embodiment(s) described herein but can be amended or modified without departing from the scope of the present invention, which is intended to be limited only by the scope of the appended claims as interpreted according to the principles of patent law including the doctrine of equivalents.