IP Library Granted Patent US 8,679,245
Granted Patent B2
US 8,679,245 · App. 13/683,043 · Granted Mar 25, 2014

Warm mix asphalt binder compositions containing lubricating additives

Inventors: Gerald H. Reinke (LaCrosse, WI); Gaylon L. Baumgardner (Jackson, MS); Steven L. Engber (Onalaska, WI)
Assignees: A.L.M. Holding Company; Ergon Asphalt & Emulsions, Inc.
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Quick Facts
Patent No.
US 8,679,245
App. No.
13/683,043
Granted
Mar 25, 2014
Kind
B2
Abstract

The present invention provides a functionally dry warm mix asphalt binder composition modified with lubricating agents or additives that can be mixed with aggregate and compacted at temperatures substantially below asphalt binder compositions that do not contain the disclosed lubricating additives.

Claims (20)

1. An asphalt paving composition comprising functionally dry, essentially water-free, non-foamed asphalt binder containing lubricating additive comprising an anionic surfactant or a non-ionic surfactant mixed with uncompacted aggregate to provide aggregate coated with binder and lubricating additive suitable for use as a warm mix paving composition; wherein the warm mix paving composition is produced at a warm mix temperature which is at least 30° F. lower than a comparison production temperature needed to produce a comparison paving composition containing binder-coated aggregate without the lubricating additive.

2. An asphalt paving composition according to claim 1 wherein the anionic surfactant comprises saturated or unsaturated fatty acids, fatty acid pitch, or fatty acid derivatives.

3. An asphalt paving composition according to claim 2 wherein the anionic surfactant comprises fatty acid sulfonates.

4. An asphalt paving composition according to claim 1 wherein the non-ionic surfactant comprises a surfactant having fatty acid ester bonds, a surfactant having ether bonds, a surfactants having amide bonds, an alkylenated oxide copolymer or a polyoxyethylenated mercaptan.

5. An asphalt paving composition according to claim 4 wherein the non-ionic surfactant comprises an alkylphenoloxyethylene or a polyoxyethylenated alcohol.

6. An asphalt paving compositions according to claim 1 further comprising an antistrip material.

7. An asphalt paving composition according to claim 1 wherein the warm mix paving composition is paved and compacted at a warm mix temperature at least 30° F. lower than a comparison paving temperature needed for proper paving of the comparison paving composition.

8. An asphalt paving composition according to claim 1 wherein the warm mix paving composition is paved and compacted at a warm mix temperature more than 50° F. lower than the comparison production temperature.

9. An asphalt paving composition according to claim 1 wherein the warm mix paving composition is paved and compacted at a warm mix temperature more than 100° F. lower than the comparison production temperature.

10. An asphalt paving composition according to claim 1 wherein the warm mix paving composition when paved and compacted has a compacted density 91% or higher compared to maximum theoretical density.

11. An asphalt paving composition according to claim 1 wherein the asphalt binder is a Performance Graded (PG) asphalt binder.

12. An asphalt paving composition according to claim 1 wherein the aggregate includes up to 100 weight percent reclaimed asphalt pavement (RAP).

13. An asphalt paving composition according to claim 1 wherein the asphalt binder comprises a polymer-modified, acid-modified or polymer- and acid-modified binder.

14. An asphalt paving composition according to claim 1 wherein the lubricating additive is about 0.1 to 1.5 weight percent of the asphalt binder weight.

15. An asphalt paving composition according to claim 1 wherein the lubricating additive is about 0.2 to 1.0 weight percent of the asphalt binder weight.

16. An asphalt paving composition according to claim 1 wherein a blend of the asphalt binder and lubricating additive has a measured maximum normal force no more than about 5.5 Newton's at 90° C. using a dynamic shear rheometer with a 50 μm gap.

17. An asphalt paving composition according to claim 1 wherein a blend of the asphalt binder and lubricating additive has a measured maximum normal force no more than about 3 Newtons at 90° C. using a dynamic shear rheometer with a 50 μm gap.

18. An asphalt paving composition according to claim 1 wherein the warm mix paving composition contains less than 5 wt. % water.

19. An asphalt paving composition according to claim 1 wherein the warm mix paving composition contains less than 1 wt. % water.

20. An asphalt paving composition according to claim 1 wherein the warm mix paving composition contains less than 0.5 wt. % water.

Assignments (1)
MEMORANDUM OF ASSIGNMENT Recorded Apr 30, 2013
From: A.L.M. HOLDING COMPANY
To: ERGON ASPHALT & EMULSIONS, INC.
Reel/Frame 030322/0412 →
Continuity (8)
Continuation 13112815 · May 20, 2011
Continuation 12896570 · Oct 1, 2010
Continuation 12896532 · Oct 1, 2010
Continuation 12896488 · Oct 1, 2010
Division 11871782 · Oct 12, 2007
Provisional Application 60976141 · Sep 28, 2007
Provisional Application 60970809 · Sep 7, 2007
Related Publication 20130074729A1 · Mar 28, 2013