The patent badge is an abbreviated version of the USPTO patent document. The patent badge does contain a link to the full patent document.

The patent badge is an abbreviated version of the USPTO patent document. The patent badge covers the following: Patent number, Date patent was issued, Date patent was filed, Title of the patent, Applicant, Inventor, Assignee, Attorney firm, Primary examiner, Assistant examiner, CPCs, and Abstract. The patent badge does contain a link to the full patent document (in Adobe Acrobat format, aka pdf). To download or print any patent click here.

Date of Patent:
Oct. 06, 2020

Filed:

Mar. 20, 2018
Applicant:

Kraton Polymers U.s. Llc, Houston, TX (US);

Inventors:

Sebastian Puchalski, Houston, TX (US);

Robert Q. Kluttz, Houston, TX (US);

Christopher Matthew Lubbers, Houston, TX (US);

Assignee:

Kraton Polymers U.S. LLC, Houston, TX (US);

Attorney:
Primary Examiner:
Int. Cl.
CPC ...
C08J 11/06 (2006.01); C08L 95/00 (2006.01); C08K 5/09 (2006.01); C08G 81/02 (2006.01); C08L 9/06 (2006.01); C08L 91/00 (2006.01);
U.S. Cl.
CPC ...
C08L 95/005 (2013.01); C08G 81/022 (2013.01); C08J 11/06 (2013.01); C08K 5/09 (2013.01); C08L 9/06 (2013.01); C08L 91/00 (2013.01); C08L 95/00 (2013.01); C08J 2395/00 (2013.01); C08L 2207/22 (2013.01); C08L 2555/20 (2013.01); C08L 2555/34 (2013.01); C08L 2555/52 (2013.01); C08L 2555/60 (2013.01); C08L 2555/84 (2013.01);
Abstract

A method of forming a paving composition using reclaimed asphalt pavement (RAP) and/or reclaimed asphalt shingle (RAS) is provided. The method comprises: a) providing a rejuvenated asphalt binder consisting essentially of bitumen, a block copolymer and a bio-oil, wherein the rejuvenated asphalt binder has a rotational viscosity at 135° C. equal to or less than 1000 centipoise, an original G*/sin δ at 64° C. equal to or greater than 1 kPa where G* is the complex shear modulus and δ is the phase angle; a G*/sin δ at 64° C. equal to or greater than 2.2 kPa after aging in a Rolling Thin Film Oven (RTFO); b) providing a virgin asphalt; c) heating the virgin asphalt to 160-200° C.; d) providing a RAP and/or RAS; and e) mixing the heated virgin asphalt, RAP/RAS, and the rejuvenated asphalt binder under conditions suitable to form the paving composition.


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