Testing and Assessing the Performance of a New Warm Mix Asphalt with SMC

Warm mix asphalt (WMA) is a new technology which asphalt mix is produced and placed at normal temperature. It has advantages including low cost, environmentally friendly, haul-convenience, and so on. WMA has been widely tested and applied in the USA in the last decade, but it has just started in China. Recently, a new WMA using a new plastic-macromolecule-normal temperature additive, which was called “SMC” by the production company, was introduced as asphalt modifier. Based on discussing the strength forming process of this new WMA with SMC, a series of laboratory tests, including Marshall stability test (MST), boiling test (BT), modified immersion Marshall test (MIMT), freeze-thaw splitting test (FTST), rutting test (RT), low-temperature bending test (LTBT), and abrasion loss test (ALT), were conducted in this study to assess the performance of this WMA and the capability of applying it on low volume roads in China. SMC modified asphalt mixed under normal temperature is used in testing samples. It was found that this WMA product exhibited merits on its strength, which was about 6.7 kN bigger than the requirement of 5.0 kN in the JTG F40-2004, on high-temperature stability, which is about 1100 times/mm greater than the requirement of 600–1000 times/mm in the JTG F40-2004, and on its storage stability. Based on these indicators, it is recommended that this product could be used for low volume low class roads construction. However, due to the relatively lower water resistance and low-temperature cracking resistance, this product is suggested to be applied first in the areas with warm weather and little rainfall. In order to improve the performance of this WMA with SMC, further research on this SMC asphalt modifier should be continued.

[1]  Mi Hai-chen Road performance of warm mix asphalt mixture , 2010 .

[2]  Wu Yu,et al.  Research on Pavement Performance of SMA-13 Warm Mix Asphalt , 2011 .

[3]  Feng Jun-ling Simulation Study of Water Damage of Asphalt Mixtures in High-Temperature and Rainy Weather , 2007 .

[4]  LI Lin-ping Influence of Mixing Temperature on Warm Mix Asphalt Water Stability , 2011 .

[5]  Ling Tianqing,et al.  Influence of rubber particles on micro-surfacing performance and its noise-reduction effect , 2011 .

[6]  Wang Gang Performance Evaluation of Asphalt Mixture with Sasobit , 2009 .

[7]  Brian D Prowell,et al.  Warm-Mix Asphalt: European Practice , 2008 .

[8]  Zhang Kai Research on Mixing and Compaction Property of Warm Mix Asphalt , 2010 .

[9]  Yongjoo Kim,et al.  Dynamic Modulus and Repeated Load Tests of Cold In-Place Recycling Mixtures Using Foamed Asphalt , 2009 .

[10]  Jin Can-zhang On Properties of Warm Mix Recycled Asphalt Mixture in Highway , 2011 .

[11]  Ai Chang-f Research on Strength Formation Mechanism of Asphalt Mixture at Ordinary Temperature and Its Influencing Factors , 2014 .

[12]  Pei Jianzhong,et al.  Gyratory compaction characteristic of SBS warm mixed asphalt mixture , 2011 .

[13]  Hao Peiwen,et al.  EVALUATION METHOD FOR LOW TEMPERATURE ANTI-CRACKING PERFORMANCE OF ASPHALT MIXTURE , 2000 .

[14]  Wenbin Zhao,et al.  Influence of Antistripping Additives on Moisture Susceptibility of Warm Mix Asphalt Mixtures , 2010 .

[15]  Qin Yong-chun,et al.  Performance of SMA Mixture Based on Evotherm-DAT Warm Mix Asphalt Technology , 2010 .

[16]  Pei Jianzhong,et al.  Design method of warm mix asphalt based on Marshall test under variable temperatures and compaction times , 2011 .

[17]  Xing Xiang-yang Study on Construction Technology of Warm Mix Asphalt , 2010 .

[18]  Li Yuzhi Research on Evaluation Method for Moisture Susceptibility of Asphalt Mixture , 2007 .