Rejuvenating compounds in high performance asphalt compositions with high recycled content
Described herein is a rejuvenated asphalt and a method of rejuvenating asphalt comprising mixing a rejuvenator, bitumen, and aggregate to obtain an asphalt mixture, wherein the rejuvenator is present in an amount ranging from about 0.1-40 wt % by weight of the bitumen, and wherein at least 35 wt % of the bitumen is derived from recycled asphalt content. The rejuvenated asphalt provides desirable performance.
1 . A method, comprising:
mixing a rejuvenator, bitumen, and aggregate to obtain an asphalt mixture;
wherein the rejuvenator is a polymerized oil that is polymerized via sulfurization, the rejuvenator is 0.1 wt % to 40 wt % of the bitumen, and the rejuvenator is 0.1 wt % to 30 wt % of the asphalt mixture,
wherein at least 35 wt % of the bitumen is derived from recycled asphalt content, and
wherein the asphalt mixture achieves less than 12.5 mm of rutting as determined by Hamburg Wheeltracker test standard in accordance with AASTHO T 324.
2 . The method of claim 1 , wherein the bitumen is 3 wt % to 7 wt % of the asphalt mixture.
3 . The method of claim 1 , wherein the rejuvenator is 0.1 wt % to 10 wt % of the asphalt mixture.
4 . The method of claim 1 , wherein the polymerized oil is derived from a biorenewable oil source.
5 . The method of claim 1 , wherein the recycled asphalt content has been recycled more than once.
6 . The method of claim 1 , wherein 100 wt % of bitumen is derived from recycled asphalt content.
7 . The method of claim 1 , wherein the recycled asphalt content is either recycled asphalt pavement or recycled asphalt shingles or asphalt resulting from a solvent de-asphalting process.
8 . The method of claim 1 , wherein the recycled asphalt content comes from pavement treated with warm mix, antistrip, emulsifier, and/or wax additives.
9 . The method of claim 1 , further comprising applying the asphalt mixture to a roof surface.
10 . The method of claim 1 , wherein the asphalt mixture achieves a mixture Tg of 0° C. or lower.
11 . The method of claim 1 , wherein the asphalt mixture achieves a mixture Tg of −10° C. or lower.
12 . The method of claim 1 , wherein the rejuvenator has a Hildebrandt Solubility parameter ranging from 6 to 12.
13 . A rejuvenated asphalt, comprising:
a rejuvenator, bitumen, and aggregate;
wherein the rejuvenator is a polymerized oil that is polymerized via sulfurization, the rejuvenator is 0.1 wt % to 40 wt % by weight of the bitumen, and the rejuvenator is 0.1 wt % to 30 wt % of the asphalt mixture,
wherein at least 35 wt % of the bitumen is derived from recycled asphalt content, and
wherein the rejuvenated asphalt achieves less than 12.5 mm of rutting as determined by Hamburg Wheeltracker test standard in accordance with AASTHO T 324.
14 . The rejuvenated asphalt of claim 13 , wherein the bitumen is 3 wt % to 7 wt % of the asphalt mixture.
15 . The rejuvenated asphalt of claim 13 , wherein the rejuvenator is 0.1 wt % to 10 wt % of the asphalt mixture.
16 . The rejuvenated asphalt of claim 13 , wherein 100 wt % of bitumen is derived from recycled asphalt content.
17 . The rejuvenated asphalt of claim 13 , wherein the rejuvenator has an increase in viscosity at 60° C. of 300% or less after aging at 100° C. in a Pressure Aging Vessel for 20 hrs at 2.1 MPa air pressure, compared to the unaged rejuvenator.
18 . The rejuvenated asphalt of claim 13 , wherein the rejuvenator replenishes the resin fraction and has an oxidation induction time of 15 minutes or longer at 130° C.
19 . The rejuvenated asphalt of claim 13 , wherein the rejuvenator has a Hildebrandt solubility parameter of about 6 to about 12.
20 . The rejuvenated asphalt of claim 13 , wherein the rejuvenator consists of the polymerized oil.