Investigation of temperature characteristics of recycled hot mix asphalt mixtures

Abstract The temperature characteristics of recycled hot mix asphalt mixtures were studied through viscosity–temperature dependency of asphalt binders and temperature storage stability of blended mixtures. The viscosity–temperature dependency was investigated, providing fundamental information on temperature control such as determination of mixing temperature and compaction temperature. The characteristics of temperature storage stability would be greatly influenced by the preheated temperatures of various components in actual mixtures. Therefore, there could be a wide range of ultimate temperatures of blended mixtures. The results showed that the optimization control of recycled hot mix asphalt mixture could lead to good rheological properties of asphalt binders containing recycled and fresh asphalt binders. The optimum control of actual mixing temperature can be realized by adjusting the temperatures of the in-material components to meet the requirements of the optimum temperature range, which is determined by the viscosity–temperature curve.

[1]  Peter E. Sebaaly,et al.  Compatibility of a Test for Moisture-Induced Damage with Superpave Volumetric Mix Design , 2000 .

[2]  M Solaimanian,et al.  DEVELOPMENT AND USE OF THE REPEATED SHEAR TEST (CONSTANT HEIGHT): AN OPTIONAL SUPERPAVE MIX DESIGN TEST , 1994 .

[3]  A. B. Ngowi,et al.  Creating competitive advantage by using environment-friendly building processes , 2001 .

[4]  Randy C West Development of Rapid QC Procedures for Evaluation of HMA Properties During Production , 2005 .

[5]  R M Anderson,et al.  CHARACTERIZATION OF MODIFIED ASPHALT BINDERS IN SUPERPAVE MIX DESIGN , 2001 .

[6]  E R Brown,et al.  EFFECTS OF RE-HEATING AND COMPACTION TEMPERATURE ON HOT MIX ASPHALT VOLUMETRICS , 2001 .

[7]  Mary Stroup-Gardiner,et al.  SEGREGATION IN HOT-MIX ASPHALT PAVEMENTS , 2000 .

[8]  G. Airey Rheological properties of styrene butadiene styrene polymer modified road bitumens , 2003 .

[9]  C. Lakshmana Rao,et al.  Permeability and bleeding of asphalt concrete using mixture theory , 2001 .

[10]  D E Watson,et al.  PERFORMANCE OF RECYCLED HOT MIX ASPHALT MIXTURES , 1995 .

[11]  R M Anderson,et al.  Recommended use of reclaimed asphalt pavement in the Superpave mix design method: technician's manual. , 2000 .

[12]  J B Rauhut,et al.  EARLY ANALYSES OF LONG-TERM PAVEMENT PERFORMANCE GENERAL PAVEMENT STUDIES DATA: LESSONS LEARNED AND RECOMMENDATIONS FOR FUTURE ANALYSES , 1994 .

[13]  Okechukwu Ukwuoma,et al.  The effects of temperature and shear rate on the apparent viscosity of Nigerian oil sand bitumen , 1999 .

[14]  E Ray Brown,et al.  Workability of Hot-Mix Asphalt , 2004 .

[15]  F N Finn,et al.  REVIEW OF RELATIONSHIPS BETWEEN MODIFIED ASPHALT PROPERTIES AND PAVEMENT PERFORMANCE , 1993 .

[16]  John T Harvey,et al.  RECOMMENDED PERFORMANCE-RELATED SPECIFICATION FOR HOT-MIX ASPHALT CONSTRUCTION: RESULTS OF THE WESTRACK PROJECT , 2002 .