A review of asphalt and asphalt mixture aging

This paper presents an extensive review of the pertinent literature regarding asphalt and asphalt mixture aging. Aging affects flexible pavement performance and is produced by intrinsic and extrinsic variables as well as exposure time. Intrinsic variables include asphalt and aggregate properties, a mixture's asphalt content, binder film thickness and air void content; extrinsic variables are associated with production (short-term aging) and exposure to environmental field conditions (long-term aging). Taken together, both variables demonstrate that aging results from three distinct mechanisms: volatilisation, oxidation and steric hardening. Temperature, pressure and photo degradation treatments are used to simulate aging in the laboratory and empirical and semi-empirical models are created to represent and study aging. Aging increases asphalt complex modulus and decreases the phase angle. Mixtures become stiffer while fatigue life becomes reduced. Carbonyl and sulfoxide group formation in asphalt are often studied as such chemical changes show oxidation in aged asphalts. The prevailing models used to predict asphalt aging are discussed, though more comprehensive research into asphalt aging is still needed.

[1]  Jordan Reed,et al.  Evaluation of the Effects of Aging on Asphalt Rubber Pavements , 2010 .

[2]  E. Masad,et al.  The Influence of Laboratory Aging Method on the Rheological Properties of Asphalt Binders , 2002 .

[3]  C. Gonzales,et al.  ACCELERATED AGEING OF ASPHALT IN PRESSURE AGEING VESSEL , 1996 .

[4]  P. Herrington OXIDATION OF BITUMEN IN THE PRESENCE OF A CONSTANT CONCENTRATION OF OXYGEN , 1998 .

[5]  Yu-tai Qi,et al.  Study and Evaluation of Aging Performance of Petroleum Asphalts and Their Constituents During Oxygen Absorption. III. Average Molecular Structure Parameter Changes , 2004 .

[6]  Da Anderson,et al.  THE PRESSURE AGING VESSEL (PAV): A TEST TO SIMULATE RHEOLOGICAL CHANGES DUE TO FIELD AGING , 1995 .

[7]  D. Little,et al.  Structural Characterization of Micromechanical Properties in Asphalt Using Atomic Force Microscopy , 2012 .

[8]  T. W. Kennedy,et al.  THE ASPHALT MODEL: RESULTS OF THE SHRP ASPHALT RESEARCH PROGRAM , 1991 .

[9]  J. Speight The Chemistry and Technology of Petroleum , 1980 .

[10]  Byron E Ruth,et al.  Laboratory Aging Methods for Simulation of Field Aging of Asphalts , 1996 .

[11]  L W Corbett,et al.  ASPHALT BINDER HARDENING IN THE MICHIGAN TEST ROAD AFTER 18 YEARS OF SERVICE , 1975 .

[12]  Ali Jamshidi,et al.  Performance of Warm Mix Asphalt containing Sasobit®: State-of-the-art , 2013 .

[13]  Yu-tai Qi,et al.  Study and Evaluation of Aging Performance of Petroleum Asphalts and Their Constituents During Oxygen Absorption. I. Oxygen Absorption Behaviors and Kinetics , 2003 .

[14]  Dah-Yin Lee,et al.  ASPHALT DURABILITY CORRELATION IN IOWA , 1973 .

[15]  W P Hislop,et al.  CLASSIFICATION OF ASPHALT BINDERS INTO SIMPLE AND COMPLEX BINDERS , 1998 .

[16]  Jung-Do Huh,et al.  Modeling of Oxidative Aging Behavior of Asphalts from Short-Term, High-Temperature Data as a Step toward Prediction of Pavement Aging: , 1996 .

[17]  H. Khalid,et al.  RELATING MIX AND BINDER FUNDAMENTAL PROPERTIES OF AGED POROUS ASPHALT MATERIALS , 2000 .

[18]  M. Siddiqui,et al.  Investigation of chemical transformations by NMR and GPC during the laboratory aging of Arabian asphalt , 1999 .

[19]  M. Zhang,et al.  Aging properties and mechanism of the modified asphalt by packaging waste polyethylene and waste rubber powder , 2013 .

[20]  T Scholz,et al.  Durability of bituminous paving mixtures , 1995 .

[21]  D W Christensen,et al.  Interpretation of dynamic mechanical test data for paving grade asphalt cements , 1992 .

[22]  Peter Collins,et al.  Steric Hardening and the Ordering of Asphaltenes in Bitumen , 2005 .

[23]  M. Sadek,et al.  Experimental analysis of the influence of crumb rubber addition on the short-term aging of Syrian asphalt , 2011, Arabian Journal of Geosciences.

[24]  Y. Richard Kim,et al.  Effects of Aging on Viscoelastic Properties of Asphalt-Aggregate Mixtures , 1998 .

[25]  Yongli Zhao,et al.  Thermal oxidative aging characterization of SBS modified asphalt , 2013, Journal of Wuhan University of Technology-Mater. Sci. Ed..

[26]  B. G. Pechenyi,et al.  Formation of equilibrium structures in bitumens , 1990 .

[27]  Gordon Airey,et al.  State of the Art Report on Ageing Test Methods for Bituminous Pavement Materials , 2003 .

[28]  G R Kemp,et al.  A COMPARISON OF FIELD AND LABORATORY ENVIRONMENTS ON ASPHALT DURABILITY , 1981 .

[29]  E Zube,et al.  PROPOSED NEW TESTS AND SPECIFICATIONS FOR PAVING GRADE ASPHALTS , 1963 .

[30]  D. Lesueur The colloidal structure of bitumen: consequences on the rheology and on the mechanisms of bitumen modification. , 2009, Advances in colloid and interface science.

[31]  Ulf Isacsson,et al.  Artificial aging of polymer modified bitumens , 2000 .

[32]  Serji N. Amirkhanian,et al.  Model developments of long-term aged asphalt binders , 2012 .

[33]  P. Kandhal,et al.  Effect of Asphalt Film Thickness on Short- and Long-Term Aging of Asphalt Paving Mixtures , 1996 .

[34]  B A Vallerga,et al.  PAVEMENT DEFICIENCIES RELATED TO ASPHALT DURABILITY , 1981 .

[35]  P Ryus,et al.  EVALUATION OF ASPHALT-AGGREGATE MIXTURE AGING BY DYNAMIC MECHANICAL ANALYSIS , 1993 .

[36]  Laurent Porot,et al.  Development of a laboratory bituminous mixtures ageing protocol , 2009 .

[37]  Zheng Feng,et al.  The Physical Properties and Photostability of Bitumen with Different Ultraviolet Absorbers , 2013 .

[38]  C A Bell,et al.  Investigation of the Relationship Between Field Performance and Laboratory Aging Properties of Asphalt Mixtures , 1995 .

[39]  Jiun-Shyan Chen,et al.  Developing an aging model to evaluate engineering properties of asphalt paving binders , 2000 .

[40]  Sung Hoon Jung,et al.  Binder Oxidative Aging in Texas Pavements: Hardening Rates, Hardening Susceptibilities, and Impact of Pavement Depth , 2006 .

[41]  R. N. Hunter,et al.  The Shell bitumen handbook , 2015 .

[42]  M. Siddiqui,et al.  Studies on the aging behavior of the Arabian asphalts , 1999 .

[43]  Michael Zupanick,et al.  Characterizing Asphalt Volatility , 1997 .

[44]  Charles J. Glover,et al.  REACTION RATES AND HARDENING SUSCEPTIBILITIES AS DETERMINED FROM PRESSURE OXYGEN VESSEL AGING OF ASPHALTS , 1992 .

[45]  Tongyan Pan,et al.  RETRACTED ARTICLE: An atomistic-based chemophysical environment for evaluating asphalt oxidation and antioxidants , 2012, Journal of Molecular Modeling.

[46]  F. Reyes,et al.  DETERMINACIÓN DE LAS FRACCIONES SARA DE ASFALTOS COLOMBIANOS ENVEJECIDOS AL MEDIO AMBIENTE EMPLEANDO CROMATOGRAFÍA LÍQUIDA EN COLUMNA (DETERMINATION OF SARA FRACTIONS OF ENVIRONMENTALLY AGED COLOMBIAN ASPHALTS USING LIQUID CHROMATOGRAPHY COLUMN) , 2012 .

[47]  Fabienne Farcas Etude d'une methode de simulation du vieillissement sur route des bitumes , 1996 .

[48]  Safwat Said Aging Effect on Mechanical Characteristics of Bituminous Mixtures , 2005 .

[49]  Sridhar Raju,et al.  Laboratory Investigation of Open-Graded Friction-Course Mixtures Containing Polymers and Cellulose Fibers , 2012 .

[50]  Yu-tai Qi,et al.  Study and Evaluation of Aging Performance of Petroleum Asphalts and Their Constituents During Oxygen Absorption. II. Chemical Group Composition and Structure Changes , 2004 .

[51]  A. Collop,et al.  Linear Rheological Behavior of Bituminous Paving Materials , 2004 .

[52]  Soon-Jae Lee,et al.  Quantification of Oxidative Aging of Polymer-Modified Asphalt Mixes Made with Warm Mix Technologies , 2013 .