Pretreated aggregate for hotmix asphalt concrete applications and other related applications
A process of producing an asphalt concrete with enhanced performance is provided by utilizing a primer. The primer is added to a hot aggregate with a surface temperature of at least 250 deg. F. prior to addition of an asphalt-derived base binder. The primer forms a primer interlayer between the hot aggregate and the base binder. As a result, the asphalt concrete has enhanced performance when compared with other asphalt concretes produced without a primer being added.
1. A process of producing asphalt concrete with enhanced performance utilizing a primer, the process comprising the steps of:
(a) supplying a hot aggregate with a surface temperature of at least 380 deg. F;
(b) mixing a primer and the hot aggregate for a period of time sufficient to melt the primer onto at least a portion of the aggregate surface, the melted primer forming a primer layer over at least the portion of the aggregate surface; and
(c) mixing an asphalt base binder with the hot aggregate at least partially covered with the primer layer such that the primer layer forms a primer interlayer between the hot aggregate and the base binder, the resulting asphalt concrete having enhanced performance when compared with an aggregate and base binder combination in the absence of the prime.
2. The process according to claim 1 , wherein the enhanced performance comprises enhanced fatigue life, enhanced rut and shoving resistance, and better retaining of low temperature properties of the base binder.
3. The process according to claim 1 , wherein the primer comprises an asphalt component and an augmenter, the augmenter comprising a processing agent.
4. The process according to claim 3 , wherein the asphalt component is selected from the group consisting of a natural asphalt, a shale asphalt, bottoms from a solvent deasphalting process, a hard asphalt, a blown asphalt, a stiff refined asphalt, a flux, and combinations thereof.
5. The process according to claim 3 , wherein the processing agent is selected from the group consisting of an oligiomeric wax, a derivative if an oligiomeric wax, low molecular weight polyolefins, and combinations thereof.
6. The process according claim 5 , wherein the derivative of an oligiomeric wax comprises a carboxylated derivative of the oligiomeric wax.
7. The process according to claim 5 , wherein the primer comprises between about 3% to about 10% by weight of the total binder.
8. The process according to claim 5 , wherein the period of time sufficient to melt the primer onto at least a portion of the aggregate surface is about 3 to 10 seconds.
9. The process according to claim 5 , wherein the step of adding the primer includes utilizing a method selected from the group consisting of utilizing a bulk silo, utilizing a supersack, utilizing a meltable bag, and utilizing an auger.
10. The process according to claim 5 , wherein the aggregate comprises recycled asphalt pavement.
11. A process of producing asphalt concrete with enhanced performance utilizing a primer, the process comprising the steps of:
(a) supplying a hot aggregate with a surface temperature of at least 250 deg. F.;
(b) mixing a primer and a hot aggregate for a period of time sufficient to melt the primer onto at least a portion of the aggregate surface, the melted primer forming a primer over at least the portion of the aggregate surface; and
(c) mixing an asphalt base binder with the hot aggregate at least partially covered with the primer layer such that the primer layer forms a primer interlayer between the hot aggregate and the base binder, the resulting asphalt concrete having enhanced performance when compared with an aggregate and base binder combination in the absence of the primer,
wherein the primer comprises an asphalt component and an augmenter, the augmenter comprising a processing agent, and
wherein the asphalt component comprises pelletized Trinidad Lake Asphalt.
12. The process according to claim 11 , wherein the primer further comprises a processing agent, the Trinidad Lake Asphalt being added in a four-to-one to twenty-to-one ratio to the processing agent.
13. The process according to claim 11 wherein the asphalt component further comprises a natural asphalt from the American Gilsonite Company with a trademarked name of Gilsonite, whose non-trademark name is uintahite.
14. A process of producing an aggregate and base binder combination with enhanced performance, the process comprising the steps of:
(a) supplying a hot aggregate with a surface temperature of at least 380 deg. F;
(b) mixing a primer and the hot aggregate for a period of time sufficient to melt the primer onto at least a portion of the aggregate surface, the melted primer forming a layer over at least a portion of the aggregate surface; and
(c) mixing a base binder to the hot aggregate at least partially covered with the primer layer such that the primer layer forms a primer interlayer between the hot aggregate and the base binder, the resulting aggregate and base binder combination having enhanced performance when compared with an aggeregate and base binder combination in the absence of the primer.
15. An asphalt concrete having enhanced performance comprising:
(a) a hot aggregate with a surface temperature of at least 250 deg. F.;
(b) a primer that has been added to the hot aggregate prior to addition of an asphalt base binder, the primer being melted on to at least a portion of the hot aggregate and subsequently forming a primer interlayer between the hot aggregate and the base binder; and
(c) the asphalt base binder, the resulting asphalt concrete having enhanced performance when compared with an aggregate and base binder combination without a primer being added,
wherein the primer comprises and asphalt component and an augmenter, the augmenter comprising a processing agent, and
wherein the asphalt component comprises pelletized Trinidad Lake Asphalt.
16. The asphalt concrete according to claim 15 , wherein the hot aggregate has a surface temperature of at least 340 deg. F.
17. The asphalt concrete according to claim 15 , wherein the hot aggregate has a surface temperature of at least 380 deg. F.
18. The asphalt concrete according to claim 15 , wherein the processing agent is selected from the group consisting of an oligiomeric wax, a derivative of an oligiomeric wax, a low molecular weight polyolefins, and combinations thereof.
19. The asphalt concrete according to claim 15 , wherein the derivative of an oligiomeric wax comprises a carboxylated derivative of the oligiomeric wax.
20. The asphalt concrete according to claim 15 , wherein the primer further comprises a processing agent, the Trinidad Lake Asphalt being in a four-to-one to twenty-to-one ratio to the processing agent.
21. The asphalt concrete according to claim 15 , wherein the primer comprises between about 3% to about 10% by weight of the total binder.
22. The asphalt concrete according to claim 15 , wherein the aggregate comprises recycled asphalt pavement.
23. The process according to claim 15 wherein the asphalt component further comprises a natural asphalt from the American Gilsonite Company with a trademarked name of Gilsonite, whose non-trademarked name is uintahite.