Technical Papers
Aug 27, 2019

Comparing Laboratory Pressure Aging Vessel Conditioning to Field Aging of Asphalt Binder within Compacted Mixtures

Publication: Journal of Materials in Civil Engineering
Volume 31, Issue 11

Abstract

Asphalt purchase specifications have used 20-h pressure aging vessel (PAV) protocols to simulate later age binder properties for decades. Industrywide changes have introduced complexities when simulating field aging of asphalt binders, and the severity of conditioning protocols is a common discussion topic. This paper evaluates five field aging configurations in which compacted asphalt mixtures were aged in the same location (Columbus, Mississippi) between 2011 and 2016. Experiments like this, in which 10 different asphalt mixtures are evaluated for aging in one geographic location over five calendar years, are uncommon in the literature. Overall, the five aging configurations were best simulated by 3–11 h of PAV conditioning per year with 20 PAV hours simulating less than 5 years of aging in all but one of the five configurations. Ultimately, changing purchase specification binder conditioning methods would shift binder properties across the market, but changing specified PAV conditioning times cannot decrease the aging variability as seen in this one experimental location over a 5-year period.

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Acknowledgments

The Mississippi Department of Transportation funded Project 106526, State Study 266, and State Study 270, all under principal investigator Isaac L. Howard, which, among other items helped support the lead author while a doctoral student at Mississippi State University. Test section construction was performed by APAC Mississippi supported by Ergon Asphalt and Emulsions and funded as part of Project 70015 by the Southeast Region Research Initiative (SERRI) through Oak Ridge National Laboratory. Individuals deserving special thanks are Alex Middleton, Griffin Sullivan, James Williams, Benjamin Thomas, Mike Bogue, and Dwayne Boyd. Special thanks to the staff of Paragon Technical Services, Inc. (specifically Scott Watson, Mike Hemsley, Sonia Serna, and Dwayne Johnson) for hosting binder testing. Multiple Mississippi State University students assisted this work in some way: Amanda Hufft, Carl Pittman, Ethan Whaley, Robert Moore, Brad Hansen, and Westin Graves. The Ergon Asphalt and Emulsions Student Support Initiative in Construction Materials funded some of these students while working.

References

AASHTO. 2016a. Standard method of test for determining the flexural creep stiffness of asphalt binder using the bending beam rheometer (BBR). AASHTO T313-12. Washington, DC: AASHTO.
AASHTO. 2016b. Standard method of test for determining the rheological properties of asphalt binder using a dynamic shear rheometer (DSR). AASHTO T315-12. Washington, DC: AASHTO.
AASHTO. 2016c. Standard method of test for theoretical maximum specific gravity (Gmm) and density of hot mix asphalt (HMA). AASHTO T209-12. Washington, DC: AASHTO.
AASHTO. 2016d. Standard practice for accelerated aging of asphalt binder using and pressurized aging vessel (PAV). AASHTO R28-12. Washington, DC: AASHTO.
AASHTO. 2017a. Standard method of test for effect of heat and air on a moving film of asphalt binder (rolling thin-film oven test). AASHTO T240-12. Washington, DC: AASHTO.
AASHTO. 2017b. Standard method of test for bulk specific gravity (Gmb) and density of compacted asphalt mixtures using automatic vacuum sealing method. AASHTO T331-12. Washington, DC: AASHTO.
AASHTO. 2017c. Standard specification for performance-graded asphalt binder. AASHTO M320-17. Washington, DC: AASHTO.
Anderson, D., D. W. Christensen, H. U. Bahia, R. Dongre, M. G. Sharma, C. E. Antle, and J. Button. 1994. Binder characterization and evaluation volume 3: Physical characterization. Washington, DC: Strategic Highway Research Program, National Research Council.
Asphalt Institute. 2016. State-of-the-knowledge: The use of REOB/VTAE in asphalt. Information Series No. 235. Lexington, KY: Asphalt Institute.
ASTM. 2013. Standard test method for penetration of bituminous materials. ASTM D5/D5M-13. West Conshohocken, PA: ASTM.
Austroads. 2017. Long-term ageing resistance of bitumen using the pressure ageing vessel (PAV) and the dynamic shear rheometer (DSR). AGPT-T194-17. Sydney, Australia: Austroads.
Baek, C., G. Underwood, and Y. R. Kim. 2012. “Effects of oxidative aging on asphalt mixture properties.” Transp. Res. Rec. 2296 (1): 77–85. https://doi.org/10.3141/2296-08.
Bell, C. A., and D. Sosnovske. 1994. Aging: Binder validation. Washington, DC: Strategic Highway Research Program, National Research Council.
Cheng, D., D. Little, R. Lytton, and J. Holste. 2003. “Moisture damage evaluation of asphalt mixtures by considering both moisture diffusion and repeated-load conditions.” Transp. Res. Rec. 1832 (1): 42–49. https://doi.org/10.3141/1832-06.
Coons, R. F., and P. H. Wright. 1967. “An investigation of the hardening of asphalt recovered from pavements of various ages.” J. Assoc. Asphalt Paving Technol. 37: 510–528.
Copas, T. L., and H. A. Pennock. 1979. Relationship of asphalt cement properties to pavement durability. Washington, DC: National Cooperative Highway Research Program.
Domke, C., R. Davison, and C. Glover. 1999. “Effect of oxidation pressure on asphalt hardening susceptibility.” Transp. Res. Rec. 1661 (1): 114–121. https://doi.org/10.3141/1661-16.
Domke, C. H., R. R. Davison, and C. J. Glover. 2000. “Effect of oxygen pressure on asphalt oxidation kinetics.” Ind. Eng. Chem. Res. 39 (3): 592–598. https://doi.org/10.1021/ie9906215.
Edler, A. C., M. M. Hattingh, V. P. Servas, and C. P. Marais. 1985. “Use of aging tests to determine the efficacy of hydrated lime additions to asphalt in retarding its oxidative hardening.” J. Assoc. Asphalt Paving Technol. 54: 118–139.
Farshidi, F., D. Jones, and J. T. Harvey. 2013. Warm-mix asphalt study: Evaluation of hot and warm mix asphalt with respect to binder aging. Davis, CA: Univ. of California Pavement Research Center.
Glover, C. J., R. R. Davison, C. H. Domke, Y. Ruan, P. Juristyarini, D. B. Knorr, and S. H. Jung. 2005. Development of a new method for assessing asphalt binder durability with field validation. Austin, TX: Texas DOT.
Hansen, K. R., A. Copeland, and T. C. Ross. 2015. “Recycled materials: 2015 RAP/RAS/WMA survey results—Use of recycled materials continues to grow.” Asphalt Pavement Mag. 22 (3): 26–28.
Howard, I. L., R. W. Bazuhair, C. V. Pittman, and B. T. Smith. 2018a. Columbus Mississippi field aging and laboratory conditioning study: Plant mixed and laboratory compacted asphalt mixtures. Jackson, MS: Mississippi DOT.
Howard, I. L., B. S. Hansen, B. T. Smith. 2018b. Columbus Mississippi field aging and laboratory conditioning study: Air force base and single aggregate source reference asphalt mixtures. Jackson, MS: Mississippi DOT.
Huang, S., J. C. Petersen, R. E. Robertson, and J. F. Branthaver. 2002. “Effect of hydrated lime on long-term oxidative aging characteristics of asphalt.” Transp. Res. Rec. 1810 (1): 17–24. https://doi.org/10.3141/1810-03.
Huang, S., and T. F. Turner. 2014. “Aging characteristics of RAP blend binders: Rheological properties.” J. Mater. Civ. Eng. 26 (5) 966–973. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000898.
Jacques, C., J. S. Daniel, T. Bennert, G. Reinke, A. Norouzi, C. Ericson, W. Mogawer, and Y. R. Kim. 2016. “Effect of silo storage time on the characteristics of virgin and reclaimed asphalt pavement mixtures.” Transp. Res. Rec. 2573 (1): 76–85. https://doi.org/10.3141/2573-10.
Kemp, G. R., and N. H. Predoehl. 1981. “A comparison of field and laboratory environments on asphalt durability.” J. Assoc. Asphalt Paving Technol. 50: 492–537.
Kemp, G. R., and G. Sherman. 1984. “Significant studies on asphalt durability: California experience.” Transp. Res. Rec. 999: 36–40.
Krchma, L. C. 1958. “Symposium on hardening of asphalt pavements.” J. Assoc. Asphalt Paving Technol. 27: 171–231.
Kriz, P., D. L. Grant, B. A. Veloza, M. J. Gale, A. G. Blahey, J. H. Brownie, R. D. Shirts, and S. Maccarrone. 2014. “Blending and diffusion of reclaimed asphalt pavement and virgin asphalt binders.” Supplement, Road Mater. Pavement Des. 15 (S1): 78–112. https://doi.org/10.1080/14680629.2014.927411.
Lesueur, D., and D. Little. 1999. “Effect of hydrated lime on rheology, fracture, and aging of bitumen.” Transp. Res. Rec. 1661 (1): 93–105. https://doi.org/10.3141/1661-14.
Lund, J. W., and J. E. Wilson. 1984. “Evaluation of asphalt aging in hot mix plants.” J. Assoc. Asphalt Paving Technol. 53: 1–18.
Luo, X., F. Gu, and R. L. Lytton. 2015. “Prediction of field aging gradient in asphalt pavements.” Transp. Res. Rec. 2507 (1): 19–28. https://doi.org/10.3141/2507-03.
Mirza, M. W., and M. W. Witczak. 1995. “Development of a global aging system for short and long term analysis of asphalt cements.” J. Assoc. Asphalt Paving Technol. 64: 393–430.
Petersen, J., and P. Harnsberger. 1998. “Asphalt aging: Dual oxidation mechanism and its interrelationships with asphalt composition and oxidative age hardening.” Transp. Res. Rec. 1638 (1): 47–55. https://doi.org/10.3141/1638-06.
Plancher, H., E. Green, and J. Peterson. 1976. “Reduction of oxidative hardening of asphalts by treatment with hydrated lime–A mechanistic study.” J. Assoc. Asphalt Paving Technol. 45: 1–24.
Rowe, G. M. 2011. “Prepared discussion of evaluation of the relationship between asphalt binder properties and non-load related cracking.” J. Assoc. Asphalt Paving Technol. 80: 649–662.
Smith, B. T., I. L. Howard, W. S. Jordan, C. Daranga, and G. L. Baumgardner. 2018b. “Comparing pressure aging vessel time to field aging of binder as a function of pavement depth and time.” Transp. Res. Rec. 2672 (28): 223–234. https://doi.org/10.1177/0361198118790836.
Smith, B. T., I. L. Howard, and R. A. Moore. 2018a. Columbus Mississippi field aging and laboratory conditioning study: Plant mixed and field compacted asphalt test sections. Jackson, MS: Mississippi DOT.
Won, J., A. Chowdhury, and C. Glover. 2008. “Field aging of unmodified asphalt binders in three Texas long-term performance pavements.” Transp. Res. Rec. 2051 (1): 15–22. https://doi.org/10.3141/2051-03.
Wright, P. H., and R. J. Paquette. 1966. “Hardening of hot bituminous mixes during the hauling process.” J. Highway Res. Board 132: 11–28.
Zou, J., R. Roque, G. Lopp, M. Isola, and M. Bekoe. 2016. “Impact of hydrated lime on cracking performance of asphalt mixtures with oxidation and cyclic pore pressure.” Transp. Res. Rec. 2576 (1): 51–59. https://doi.org/10.3141/2576-06.

Information & Authors

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 31Issue 11November 2019

History

Received: Jan 13, 2019
Accepted: May 29, 2019
Published online: Aug 27, 2019
Published in print: Nov 1, 2019
Discussion open until: Jan 27, 2020

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Authors

Affiliations

Paving Asphalt Specialist, Hunt Refining Company, P.O. Box 038995, Tuscaloosa, AL 35403 (corresponding author). ORCID: https://orcid.org/0000-0002-2476-1096. Email: [email protected]
Rabeea W. Bazuhair, S.M.ASCE https://orcid.org/0000-0002-1355-9052
Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Mississippi State Univ., 501 Hardy Rd.-Mail Stop 9546, Mississippi State, MS 39762. ORCID: https://orcid.org/0000-0002-1355-9052
Codrin Daranga
Technical Director, Asphalt Binders, Paragon Technical Services, Inc., 390 Carrier Blvd., Richland, MS 39180.
Gaylon L. Baumgardner
Executive Vice President, Paragon Technical Services, Inc., 390 Carrier Blvd., Richland, MS 39180.
Materials and Construction Industries Chair, Dept. of Civil and Environmental Engineering, Mississippi State Univ., 501 Hardy Rd.-Mail Stop 9546, Mississippi State, MS 39762. ORCID: https://orcid.org/0000-0003-4642-7723

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