Investigation of Low Temperature Cracking in Asphalt Pavements

The Minnesota Department of Transportation (Mn/DOT) is leading pooled fund research efforts aimed at developing nationally accepted specifications for asphalt binder and mixture testing. The ultimate goal is the elimination of low temperature cracking in both new and rehabilitated Hot Mix Asphalt (HMA) pavements. Low temperature cracking is the main cause of pavement roughness and reduced service life in Northern climates. The original PG binder specifications developed in the 1990’s during the SHRP program considered only neat binders, and the current national trend toward using more and more modified binders necessitates re-evaluating the way we specify asphalt binders and mixtures. Currently engineers are expecting better performance if a modified PG (PG = Performance Grade) binder is specified instead of unmodified PG binder. This extra protection for low temperature cracking costs Mn/DOT alone $5.7 million annually based on binder costs and paving done in 2005, but is it as simple as using the correct binder for Minnesota and the nation? Coming up with updated testing methods and discovering the important factors that impact low temperature cracking is being realized through our combined efforts.

[1]  Reynaldo Roque,et al.  Evaluation of Laboratory-Measured Crack Growth Rate for Asphalt Mixtures , 2001 .

[2]  Glaucio H. Paulino,et al.  Development of a Single-Edge Notched Beam Test for Asphalt Concrete Mixtures , 2005 .

[3]  W Arand,et al.  LOW TEMPERATURE CRACKING IN POLYMER MODIFIED BINDERS , 1993 .

[4]  B. Cotterell,et al.  The essential work of plane stress ductile fracture , 1977, International Journal of Fracture.

[5]  Menglan Zeng,et al.  CONSIDERATION OF STRAIN AT FAILURE AND STRENGTH IN PREDICTION OF PAVEMENT THERMAL CRACKING , 2000 .

[6]  M. A. Burke,et al.  Finite‐Element Calculation of Stresses in Glass Parts Undergoing Viscous Relaxation , 1987 .

[7]  Raj Dongré,et al.  DEVELOPMENT OF FRACTURE CRITERION FOR ASPHALT MIXES AT LOW TEMPERATURES , 1989 .

[8]  Glaucio H. Paulino,et al.  Development of a Single-Edge Notched Beam Test for the Study of Asphalt Concrete Fracture , 2005 .

[9]  Menglan Zeng,et al.  NONLINEAR THERMAL EXPANSION AND CONTRACTION OF ASPHALT CONCRETE , 1999 .

[10]  G Littlefield,et al.  THERMAL EXPANSION AND CONTRACTION CHARACTERISTICS-UTAH ASPHALT CONCRETES , 1967 .

[11]  Graham Baker,et al.  Analytical model for predication of crack spacing due to shrinkage in concrete pavements , 2004 .

[12]  David A Anderson,et al.  Fracture mechanics and asphalt binders , 2006 .

[13]  Simon A M Hesp,et al.  Low-Temperature Binder Specification Development: Thermal Stress Restrained Specimen Testing of Asphalt Binders and Mixtures , 2001 .

[14]  D. C. Agrawal,et al.  Measurement of the ultimate shear strength of a metal-ceramic interface , 1989 .

[15]  Kwang W. Kim,et al.  Variation of fracture toughness of asphalt concrete under low temperatures , 1997 .

[16]  A. Hillerborg,et al.  Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements , 1976 .

[17]  Jorge Barbosa Soares,et al.  Considering Material Heterogeneity in Crack Modeling of Asphaltic Mixtures , 2003 .

[18]  Xiaopeng Xu,et al.  Numerical simulations of fast crack growth in brittle solids , 1994 .

[19]  R. Fortier,et al.  Low-Temperature Cracking and Aging Performance of Modified Asphalt Concrete Specimens , 1998 .

[20]  B. D. Garrett,et al.  DESIGN OF ASPHALT PAVEMENTS FOR THERMAL FATIGUE CRACKING , 1983 .

[21]  J T Christison,et al.  STRESS PREDICTION AND LOW TEMPERATURE FRACTURE SUSCEPTIBILITY OF ASPHALTIC CONCRETE PAVEMENTS , 1972 .

[22]  Mihai O. Marasteanu,et al.  Evaluation of the low temperature fracture resistance of asphalt mixtures using the semi circular bend test , 2004 .

[23]  G. H. Paulino,et al.  Disk-shaped compact tension test for asphalt concrete fracture , 2005 .

[24]  A. Shukla,et al.  RHEOLOGICAL AND MECHANICAL PROPERTIES OF BLENDED ASPHALTS CONTAINING RECYCLED ASPHALT PAVEMENT BINDERS , 1999 .

[25]  Matthew W Witczak,et al.  Determination of Thermal Properties of Asphalt Mixtures , 2005 .

[26]  M. E. Heerschap User's Manual for the Computer Program Cufus: Quick Design Procedure for a CUt-out in a FUSelage Version 1.0 , 1995 .

[27]  K. P. Chong,et al.  New specimen for fracture toughness determination for rock and other materials , 1984 .

[28]  I. L. Lim,et al.  Stress intensity factors for semi-circular specimens under three-point bending , 1993 .

[29]  Simon A M Hesp,et al.  Low-Temperature Fracture Testing of Asphalt Binders: Regular and Modified Systems , 2000 .

[30]  Ted S. Vinson,et al.  Prediction of Low-Temperature Cracking of Asphalt Concrete Mixtures with Thermal Stress Restrained Specimen Test Results , 1996 .

[31]  P. Petersson Crack growth and development of fracture zones in plain concrete and similar materials , 1981 .

[32]  André-Gilles Dumont,et al.  Thermomechanical and mechanical behaviour of asphalt mixtures at cold temperature. Road and laboratory investigations , 2004 .

[33]  Mustaque Hossain,et al.  Fracture and Tensile Characteristics of Asphalt-Rubber Concrete , 1999 .

[34]  Marshall R. Thompson,et al.  THE RANTOUL DEMONSTRATION PROJECT: TECHNIQUES FOR REFLECTIVE CRACK MITIGATION AT GA AIRPORTS. IN: ADVANCING AIRFIELD PAVEMENTS , 2001 .

[35]  P. Bazin,et al.  DEFORMABILITY, FATIGUE AND HEALING PROPERTIES OF ASPHALT MIXES , 1967 .

[36]  R. Roque,et al.  A mechanics-based prediction model for thermal cracking of asphaltic concrete pavements , 1994 .

[37]  Simon A M Hesp,et al.  LOW-TEMPERATURE FRACTURE TOUGHNESS OF POLYETHYLENE-MODIFIED ASPHALT BINDERS , 1994 .

[38]  M I Darter,et al.  THERMAL EXPANSION-CONTRACTION OF ASPHALTIC CONCRETE , 1968 .

[39]  Michael S Mamlouk,et al.  Evaluation of crack propagation properties of asphalt mixtures , 1997 .

[40]  Bing-Houng Lin,et al.  Closure of "Vehicle-Bridge Interaction Analysis by Dynamic Condensation Method" , 1997 .

[41]  K Majidzadeh,et al.  APPLICATION OF FRACTURE MECHANICS IN THE ANALYSIS OF PAVEMENT FATIGUE , 1971 .

[42]  D. S. Dugdale Yielding of steel sheets containing slits , 1960 .

[43]  C L Monismith,et al.  TEMPERATURE INDUCED STRESSES AND DEFORMATIONS IN ASPHALT CONCRETE , 1965 .

[44]  K. Chong,et al.  New specimens for mixed mode fracture investigations of geomaterials , 1988 .

[45]  Adrian Andriescu,et al.  Essential and Plastic Works of Ductile Fracture in Asphalt Binders , 2004 .

[46]  David H Timm,et al.  LOW TEMPERATURE CRACKING OF ASPHALT CONCRETE PAVEMENTS , 2004 .

[48]  T S Vinson,et al.  Low temperature cracking resistance of asphalt concrete mixtures , 1993 .

[49]  L. B. Freund,et al.  Crack patterns in brittle thin films , 2001 .

[50]  Keshavan Nair,et al.  DEVELOPMENT OF PAVEMENT STRUCTURAL SUBSYSTEMS , 1986 .

[51]  Jiwon Kim,et al.  Analysis of Reflective Crack Control System Involving Reinforcing Grid over Base-Isolating Interlayer Mixture , 2002 .

[52]  Weixin Shen,et al.  Distributed Thermal Cracking of AC Pavement with Frictional Constraint , 1999 .

[53]  Hussain U Bahia,et al.  GLASS TRANSITION BEHAVIOR AND PHYSICAL HARDENING OF ASPHALT BINDERS (WITH DISCUSSION) , 1993 .

[54]  A. Molenaar,et al.  FRACTURE TOUGHNESS OF ASPHALT IN THE SEMI-CIRCULAR BEND TEST , 2000 .

[55]  F D Young,et al.  STE ANNE TEST ROAD: CONSTRUCTION SUMMARY AND PERFORMANCE AFTER TWO YEARS' SERVICE , 1969 .

[56]  Said M. Easa,et al.  Low-temperature stresses and fracture analysis of asphalt overlays , 1996 .

[57]  Ralph Haas,et al.  A COMPREHENSIVE STUDY OF COLD CLIMATE AIRPORT PAVEMENT CRACKING (WITH DISCUSSION) , 1987 .

[58]  J. F. Beech,et al.  A Short-Rod Based System for Fracture Toughness Testing of Rock , 1984 .

[59]  J. Beuth Cracking of thin bonded films in residual tension , 1992 .

[60]  B. Karihaloo,et al.  AN IMPROVED EFFECTIVE CRACK MODEL FOR THE DETERMINATION OF FRACTURE TOUGHNESS OF CONCRETE , 1989 .

[61]  K. Nam,et al.  Effect of binder and mixture variables on glass transition behavior of asphalt mixtures , 2004 .

[62]  R. Roque,et al.  Thermal cracking performance and design of mixtures using Superpave , 1995 .

[63]  Reynaldo Roque,et al.  DETERMINATION OF CRACK GROWTH RATE PARAMETER OF ASPHALT MIXTURES USING THE SUPERPAVE IDT , 1999 .

[64]  Z. Bažant,et al.  Theory of Crack Spacing in Concrete Pavements , 1997 .

[65]  Z. Zhang,et al.  HOT MIX ASPHALT FRACTURE MECHANICS: A FUNDAMENTAL CRACK GROWTH LAW FOR ASPHALT MIXTURES , 2002 .

[66]  W A Phang,et al.  A STUDY OF TRANSVERSE CRACKING OF BITUMINOUS PAVEMENTS WITH DISCUSSION , 1972 .

[67]  Lev Khazanovich,et al.  Evaluation of Top-Down Cracks in Asphalt Pavements by Using a Self-Calibrating Ultrasonic Technique , 2005 .

[68]  D. Timm,et al.  Prediction of thermal crack spacing , 2003 .

[69]  P. C. Paris,et al.  A Critical Analysis of Crack Propagation Laws , 1963 .

[70]  Adam Zofka,et al.  Development of Double Edge Notched Tension (DENT) Test for Asphalt Binders , 2007 .

[71]  J. Hutchinson,et al.  Crack patterns in thin films , 2000 .

[73]  David A. Anderson,et al.  Low-Temperature Thermal Cracking of Asphalt Binders as Ranked by Strength and Fracture Properties , 2000 .

[74]  Jia-Hong Huang,et al.  A tensile-film-cracking model for evaluating interfacial shear strength of elastic film on ductile substrate , 2000 .

[75]  S M Stoffels,et al.  DETERMINATION OF THE COEFFICIENT OF THERMAL CONTRACTION OF ASPHALT CONCRETE USING THE RESISTANCE STRAIN GAGE TECHNIQUE (WITH DISCUSSION) , 1996 .

[76]  Nolan K. Lee,et al.  Low temperature fracture of polyethylene-modified asphalt binders and asphalt concrete mixes , 1995 .

[77]  Shongtao Dai,et al.  Prediction of Low Temperature Crack Spacing in Asphalt Pavements , 2005 .

[78]  Glaucio H. Paulino,et al.  Investigation of the Fracture Resistance of Hot-Mix Asphalt Concrete Using a Disk-Shaped Compact Tension Test , 2005 .