Abstract

Warm mix asphalt (WMA) has generated a lot of interest worldwide based on the potential to realize environmental benefits related to lower production temperature and safe disposal of crumb rubber (tires). However, barriers to complete implementation of WMA technology still exist because of the lack of understanding of how different additives affect the performance of crumb rubber modified (CRM) binders. This paper investigates the effects of three WMA additives and crumb rubber concentration on the low-temperature performance of the CRM binders. The WMA additives used in this study were Sasobit, RH, and Advera, and the ambient 40 mesh tire rubber at different concentrations of 10 %, 15 %, 20 %, and 25 % by the weight of asphalt binder were applied in this paper. Burgers model was used to describe the relationship between deformation and time for rubberized WMA binder. The models parameters such as relaxation time, delay time, creep stiffness, m-value and m/S(t)-ratio were applied to evaluate the low-temperature performance of the rubberized WMA binders. Furthermore, the statistical analysis of variance (ANOVA) technique was applied to quantify the effects of different WMA additives and crumb rubber concentrations on the rubberized asphalt binders’ low-temperature performance. It was found that Advera could be used to enhance the low-temperature performance by enhancing the stress relaxation, whereas RH and Sasobit did not exhibit this ability, thereby weakening the low-temperature performance of the CRM binders. The crumb rubber concentration could significantly increase the rubberized WMA binders’ low-temperature performance by influencing the flexural creep stiffness of the control binders.

References

1.
Huang
,
W.
,
Chiang
,
Y.-C.
, and
Xu
,
L.
, “
Study and Application of Asphalt Rubber and Rubberized Pavement in China
,”
Proceedings of Asphalt Rubber 2006 International Conference
,
Palm Springs, CA
,
2006
, pp.
327
340
.
2.
Bressette
,
T.
,
Zhou
,
H.
,
Stonex
,
A.
, and
Hicks
,
R. G.
, “
Asphalt Rubber and Its Potential Use in China
,”
Proceedings of the Seventh International Conference of Chinese Transportation Professionals (ICCTP)
,
Tongji University
,
Shanghai, China
, May 21–22,
2007
.
3.
Huang
,
B.
,
Mohammad
,
L., N.
,
Graves
,
P. S.
,
Abadie
,
C.
, “
Louisiana Experience With Crumb Rubber-Modified Hot-Mix Asphalt Pavement
,”
Transport. Res. Rec.: J. Transport. Res. Board
, Vol.
1789
,
2002
, pp.
1
13
. https://doi.org/10.3141/1789-01
4.
Lee
,
S.-J.
,
Amirkhanian
,
S. N.
, and
Putman
,
B. J.
, “
Characterization of Recycled Aged RAP Binders Containing Crumb Rubber Modifier Using Gel Permeation Chromatography
,”
J. Mater. Civil Eng.
, Vol.
21
, No.
8
,
2009
, pp.
382
391
. https://doi.org/10.1061/(ASCE)0899-1561(2009)21:8(382)
5.
Liang
,
R. Y.
and
Lee
,
S.
, “
Short-Term and Long-Term Aging Behavior of Rubber Modified Asphalt Paving Mixture
,”
Transport. Res. Rec.: J. Transport. Res Board
, Vol.
1530
,
1996
, pp.
11
17
. https://doi.org/10.3141/1530-02
6.
Shen
,
J.
,
Amirkhanian
,
S.
, and
Lee
,
S.-J.
, “
The Effect of Rejuvenating Agents on Recycled Aged Asphalt Rubber Modified Binders
,”
Int. J. Pave. Eng.
, Vol.
6
, No.
4
,
2005
, pp.
273
279
. https://doi.org/10.1080/10298430500439319
7.
Huang
,
B.
,
Mohammad
,
L. N.
,
Graves
,
P. S.
, and
Abadie
,
C.
, “
Louisiana Experience With Crumb Rubber-Modified Hot-Mix Asphalt Pavement
,”
Transport. Res. Rec.: J. Transport. Res. Board
, Vol.
1789
,
2002
, pp.
1
13
. https://doi.org/10.3141/1789-01
8.
Wang
,
H.
,
You
,
Z.
,
Mills-Beatle
,
J.
, and
Hao
,
P.
, “
Laboratory Evaluation on High Temperature Viscosity and Low Temperature Stiffness of Asphalt Binder With High Percent Scrap Tire Rubber
,”
Constr. Build. Mater.
, Vol.
26
, No.
1
,
2012
, pp.
583
590
. https://doi.org/10.1016/j.conbuildmat.2011.06.061
9.
Lee
,
S.-J.
,
Akisetty
,
C. K.
, and
Amirkhanian
,
S. N.
, “
The Effect of Crumb Rubber Modified (CRM) on the Performance Properties of Rubberized Binders in HMA Pavements
,”
Constr. Build. Mater.
, Vol.
22
, No.
7
,
2008
, pp.
1368
1373
. https://doi.org/10.1016/j.conbuildmat.2007.04.010
10.
Liu
,
S.
,
Cao
,
W.
,
Fang
,
J.
, and
Shang
,
S.
, “
Variance Analysis and Performance Evaluation of Different Crumb Rubber Modified (CRM) Asphalt
,”
Constr. Build. Mater
, Vol.
23
, No.
7
,
2009
, pp.
2701
2708
. https://doi.org/10.1016/j.conbuildmat.2008.12.009
11.
Xiao
,
F.
,
Amirkhanian
,
S. N.
and
Shen
,
J.
, “
Effects of Various Long-Term Aging Procedures on the Rheological Properties of Laboratory Prepared Rubberized Asphalt Binders
,”
J. Test. Eval.
, Vol.
37
, No.
4
,
2009
, pp.
329
336
. https://doi.org/10.1520/JTE101706
12.
Wang
,
H.
and
You
,
Z.
, “
Intermediate Temperature and Low Temperature Cracking Properties of Rubber Asphalt Binder
,”
Proceedings of the 11th International Conference of Chinese Transportation Professionals
,
Nanjing, China
, Aug 14–17,
2011
.
13.
Chandra
,
K.
,
Akisetty
,
S.-J.
,
Lee
,
S.
, and
Amirkhanian
,
N.
, “
High Temperature Properties of Rubberized Binders Containing Warm Asphalt Additives
,”
Constr. Build. Mater.
, Vol.
23
, No.
1
,
2009
, pp.
565
573
. https://doi.org/10.1016/j.conbuildmat.2007.10.010
14.
Xiao
,
F.
,
Zhao
,
W.
, and
Amirkhanian
,
S. N.
, “
Laboratory Investigation of Fatigue Characteristics of Rubberized Asphalt Mixtures Containing Warm Asphalt Additives
,”
J. Test. Eval.
, Vol.
39
, No.
2
,
2011
, pp.
290
295
.
15.
Li
,
M.
,
Lv
,
A.
,
Ran
,
J.
, and
Li
,
Q.
, “
Testing and Evaluation of Sasobit on the Performances of Asphalt Rubber
,”
Proceedings of the 11th International Conference of Chinese Transportation Professionals
,
Nanjing, China
, Aug 14–17,
2011
.
16.
Wang
,
H.
,
Hao
P.
, and
You
,
Z.
, “
Characterization of the Viscoelastic Property of Asphalt Mastic
,”
Proceedings of the 2011 GeoHunan International Conference
,
Zhangjiajie
,
Hunan, China
, June 6–8,
2011
.
17.
ASTM D6648-08
,
2008
, “
Standard Test Method for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
,”
Annual Book of ASTM Standards
, Vol.
04.03
,
ASTM International
,
West Conshohocken, PA
.
18.
Sasobit International, “
What Is Sasobt
?” http://www.sasolwax.us.com/sasobit.html (Last accessed Jan 13,
2012
).
19.
U.S. Department of Transportation-Federal Highway Administration, “
Warm-Mix Asphalt: European Practice
,” http://international.fhwa.dot.gov/pubs/pl08007/wma_08_d.cfm (Last accessed June 20,
2010
).
20.
Lee
,
S.-J.
,
Amirkhanian
,
S., N.
,
Shatanawi
,
K.
, and
Kim
,
K. W.
, “
Short-Term Aging Characterization of Asphalt Binders Using Gel Permeation Chromatography and Selected Superpave Binder Tests
,”
Constr. Build. Mater.
, Vol.
22
, No.
11
,
2008
, pp.
2220
2227
. https://doi.org/10.1016/j.conbuildmat.2007.08.005
21.
Shen
,
J.
,
Amirkhanian
,
S.
,
Lee
,
S.-J.
, and
Putman
,
B.
, “
Recycling of Laboratory-Prepared Reclaimed Asphalt Pavement Mixtures Containing Crumb Rubber-Modified Binders in Hot-Mix Asphalt
,”
Transport. Res. Rec.: J. Transport. Res. Board
, Vol.
1962
,
2006
, pp.
71
78
. https://doi.org/10.3141/1962-09
22.
Gandhi
,
T. S.
and
Amirkhanian
,
S. N.
, “
Laboratory Investigation of Warm Asphalt Binder Properties—A Preliminary Analysis
,”
Proceedings of the Fifth International Conference on Maintenance and Rehabilitation of Pavements and Technological Control (MAIREPAV5)
, UAS, Park City, UT,
2007
.
23.
Liu
,
S.
,
Cao
,
W.
,
Shang
,
S.
,
Qi
,
H.
, and
Fang
,
J.
, “
Analysis and Application of Relationship Between Low-temperature Rheological Performance Parameters of Asphalt Binders
,”
Constr. Build. Mater.
, Vol.
24
, No.
4
,
2009
, pp.
471
478
. https://doi.org/10.1016/j.conbuildmat.2009.10.015
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