Process for cold-in-place recycling using foamed asphalt and lubrication additive
Cold-in-place asphalt recycling is disclosed. A foamed asphalt may be produced by injecting water and optionally compressed air into a hot asphalt stream. A lubricating surfactant may be added to the hot asphalt stream to improve performance. The foamed asphalt may be mixed with reclaimed material to provide a uniformly coated paving material that can compacted to a desired density.
1. A cold-in-place asphalt recycling method, which method comprises:
milling an existing pavement surface to a desired depth to provide milled bituminous material on-site;
combining the milled bituminous material with a foamed asphalt binder formed from a lubricating cationic surfactant in an amount of about 0.05 to about 3 weight percent of the foamed asphalt binder, water, and liquid asphalt binder heated to a temperature sufficient to produce the foamed asphalt binder, to produce a paving material on-site; and
compacting the paving material on-site to provide a recycled pavement surface.
2. The method of claim 1 , wherein the recycled paving surface has a density, measured two days after compacting, of at least about 88 percent of the theoretical maximum density.
3. The method of claim 1 , comprising combining virgin aggregate and the milled bituminous material with the foamed asphalt binder.
4. The method of claim 1 , comprising combining the milled bituminous material with the foamed asphalt binder in an amount of about 0.5 to 4 percent asphalt binder by weight of milled bituminous material.
5. The method of claim 1 , further comprising adding the lubricating cationic surfactant to the heated liquid asphalt binder prior to forming the foamed asphalt binder.
6. The method of claim 1 , further comprising adding the lubricating cationic surfactant to the water prior to forming the foamed asphalt binder.
7. The method of claim 1 , further comprising separately adding the lubricating cationic surfactant and water to the heated asphalt binder prior to forming the foamed asphalt binder.
8. The method of claim 1 , further comprising adding compressed air to the heated liquid asphalt binder.
9. The method of claim 1 , wherein the lubricating cationic surfactant comprises an alkyl amine, alkyl quaternary ammonium salt, heterocyclic quaternary ammonium salt, amido amine or non-nitrogenous sulfur or phosphorous derivative.
10. The method of claim 1 , wherein the lubricating cationic surfactant is an ethoxylated diamine.
11. The method of claim 1 , wherein the foamed asphalt binder is formed from about 0.5 to about 5 weight percent water and about 0.05 to about 3 weight percent lubricating cationic ethoxylated diamine surfactant with the balance being heated liquid asphalt binder.
12. The method of claim 1 , comprising laying the paving material using a paver.
13. The method of claim 1 , comprising laying the paving material using a grader.
14. The method of claim 1 , wherein the heated liquid asphalt binder is at a temperature greater than 300° F.
15. The method of claim 1 , wherein the foamed asphalt binder produces a uniformly coated paving material.
16. A cold-in-place asphalt recycling method to prepare a recycled asphalt pavement surface, which method comprises:
producing a foamed asphalt binder by combining about 0.5 to about 5 weight percent water and about 0.05 to about 3 weight percent lubricating cationic surfactant, and optionally compressed air, with a liquid asphalt binder heated to a temperature greater than about 300° F. to provide a foamed asphalt binder;
in a continuous mixing process, milling an existing pavement surface to provide milled bituminous material and combining the foamed asphalt binder with the milled bituminous material to produce a recycled bituminous mix;
conveying the recycled bituminous mix into a paver;
laying the recycled bituminous mix onto an existing grade; and
compacting the recycled bituminous mix to form a recycled asphalt pavement surface.
17. The method of claim 16 further comprising adding the lubricating cationic surfactant to the liquid asphalt binder prior to producing the foamed asphalt binder.
18. The method of claim 16 , comprising combining virgin aggregate and the milled bituminous material with the foamed asphalt binder.
19. The method of claim 16 , further comprising crushing the milled bituminous material.
20. The method of claim 16 , further comprising placing a hot mix asphalt layer on the recycled asphalt pavement surface.