Abstract

An optimal bitumen-aggregate ratio selection method for hot mix asphalt, based on aggregate closest compact condition, was introduced. According to research, high correlation within dry density, voids in mineral aggregate (VMA) and voids in coarse aggregate (VCA) versus bitumen-aggregate ratio was discovered. Dry density increases with increase of bitumen-aggregate ratio until it reaches a peak, and then decreases. VMA and VCA have the inverse trend. The advantage of the unique extreme point rule of the conic is the relationship of bitumen-aggregate ratio versus dry density and that the VMA and VCA can be indicated by conic regression analysis, and the corresponding bitumen-aggregate ratio can be achieved as well. In this paper, the new design method was adopted for hot mix asphalt in various gradations and the differences from the previous design method were also illustrated. The inaccurate bitumen-aggregate ratio due to previous design criterion can be avoided through setting the closest compact condition. This can also be recommended as the design criterion.

References

1.
Roberts
,
F. L.
,
Kandhal
,
P. S.
,
Brown
,
E. R.
,
Lee
,
D. Y.
, and
Kennedy
,
T. W.
,
Hot Mix Asphalt Materials, Mixture Design, and Construction
,
National Asphalt Pavement Association Education Foundation
,
Lanham, MD
,
1996
.
2.
Huber
,
G. A.
,
Pine
,
W.
,
Corte
,
J. F.
,
Moutier
,
F.
, and
Langlois
,
P.
, “
The Effect of Mix Design Technology on the Characteristics of Asphalt Pavements
,”
9th Conference of the International Society for Asphalt Pavements
,
International Society of Asphalt
,
Copenhagen, Denmark
,
2002
, pp.
7
1
.
3.
Donald
W. C.
, Jr.
, and
Bonaquist
,
R. F.
, “
Volumetric Requirements for Superpave Mix Design
,” NCHRP Report 567, Transportation Research Board of the National Academic, Washington, DC,
2006
.
4.
Jia
,
Yu.
,
Superpave Fundamentals Reference Manual
,
China Communication
,
Beijing
,
2005
, pp.
67
77
.
5.
Xudong
,
W.
, “
The Design Method of Asphalt Mixture to Reduce Rutting
,”
International Conference on Applications of Advanced Technologies in Transportation
,
ASCE
,
Athens
,
2008
, p.
102
-
108
.
6.
Ministry of Communications China Standard
,
Test Method of Aggregate for Highway Engineering
, JTG E42-2005,
China Communication Press
,
Beijing
,
2005
.
7.
Ministry of Communications China Standard
,
Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering
, JTJ 052-2000,
China Communication Press
,
Beijing
,
2000
.
8.
Research Institute of Highway MOC
, “
Study on Technology of Ultra-thin Asphalt Friction Course
,” MOC Western Transportation Infrastructure Construction and Technology Project, Beijing,
2004
.
9.
Sha Qinglin
,
The Design and Construction of the Series of Stone Asphalt Concrete Sac
,
China Communication
,
Beijing
,
2005
, pp.
114
179
.
This content is only available via PDF.
You do not currently have access to this content.