Micronized asphalt modifiers, methods of modifying asphalt, asphalt compositions and methods of making
An asphalt additive comprising a primary rheology modifying component and a secondary rheology modifying component, and asphalt compositions and products having such additive incorporated therein. The primary rheology modifying component is generally a polymer, and the secondary rheology modifying component may comprise a petroleum micro-wax.
1. An asphalt comprising:
a first component comprising a low asphaltene petroleum asphalt having an asphaltene content in the range of about 3 to 5 wt %; and,
a second component comprising particles of polypropylene resin; wherein the resin particles have a diameter less than about 590 microns.
2. The asphalt of claim 1 , further comprising glycidyl functional terpolymers, a wax, and ground tire rubber.
3. The asphalt of claim 1 , further comprising a wax, ground tire rubber and at least one of reactive elastomeric terpolymers, polymers having glycidyl functionality, polymers having glycidyl acrylate functionality, and polymers having epoxide functionality.
4. A method of treating a petroleum asphalt having an asphaltene content, the method comprising:
contacting a petroleum asphalt with particles of resin component,
wherein the resin is polypropylene and the asphaltene content is in the range of about 3 to 5 wt %, and the resin particles have a diameter less than about 590 microns.
5. An asphalt comprising:
a first component comprising a petroleum asphalt having an asphaltene content; a second component dispersed in the asphalt comprising resin particles; and,
a third component dispersed in the asphalt selected from the group consisting of ground tire rubber and polymers of styrene and butadiene,
wherein the resin is polypropylene and the asphaltene content is in the range of about 3 to 5 wt %, and the resin particles have a diameter less than about 590 microns.
6. The asphalt of claim 5 , further comprising glycidyl functional terpolymers, and a wax.
7. The asphalt of claim 5 , wherein the asphalt when tested according to ASTM D 7173 has a temperature differential of less than or equal to a 10° C. (18° F.) temperature differential using ASTM D 7173.
8. The asphalt of claim 5 , wherein the asphalt when tested according to ASTM D 7173 has a temperature differential of less than or equal to a 6° C. (10.8° F.) temperature differential using ASTM D 7173.
9. The asphalt of claim 5 , wherein the asphalt when tested according to ASTM D 7173 has a temperature differential of less than or equal to a 4° C. 7.2° F.) temperature differential using ASTM D 7173.
10. The asphalt of claim 5 , wherein the asphalt when tested according to ASTM D 7173 has a temperature differential of less than or equal to a 2° C. (3.6° F.) temperature differential using ASTM D 7173.
11. A method of modifying a petroleum asphalt having an asphaltene content, the method comprising:
forming a composition comprising the petroleum asphalt, a first component, a second component, a third component and a fourth component to form a modified asphalt,
wherein the first component comprises polypropylene resin particles; the second component comprises wax, and the third component is a glycidyl functional polymer, and the fourth component is selected from the group consisting of ground tire rubber and polymers of styrene and butadiene, wherein the asphaltene content is in the range of about 3 to 5 wt %, and the resin particles have a diameter less than about 590 microns.
12. The method of claim 11 , wherein the the resin comprises glycidyl methacrylate functionality.
13. The method of claim 11 , wherein the the resin comprises an ethylene-butyl acrylate-glycidyl methacrylate polymer.
14. The method of claim 11 , wherein the modified asphalt when tested according to ASTM D 7173 has a temperature differential of less than or equal to a 10° C. (18° F.) temperature differential using ASTM D 7173.
15. The method of claim 11 , wherein the modified asphalt when tested according to ASTM D 7173 has a temperature differential of less than or equal to a 6° C. (10.8° F.) temperature differential using ASTM D 7173.
16. The method of claim 11 , wherein the modified asphalt when tested according to ASTM D 7173 has a temperature differential of less than or equal to a 4° C. (7.2° F.) temperature differential using ASTM D 7173.
17. The method of claim 11 ; wherein the modified asphalt when tested according to ASTM D 7173 has a temperature differential of less than or equal to a 2° C. (3.6° F.) temperature differential using ASTM D 7173.