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ASTM Selected Technical Papers
Viscosity Testing of Asphalt and Experience with Viscosity Graded Specifications
By
WG Gunderman
WG Gunderman
1
Engineer of Materials and Construction, Highway Research Board, National Academy of Sciences
,
Washington, D. C., 20418
;
symposium chairman
.
Search for other works by this author on:
ISBN-10:
0-8031-0777-3
ISBN:
978-0-8031-0777-9
No. of Pages:
128
Publisher:
ASTM International
Publication date:
1973

There exists an inherent relationship between the commonly used consistency tests (viscosity at 140 F (60 C), viscosity at 275 F (135C), and penetration at 77 F (25 C)) as applied to asphalt cements used in paving. Based on data accumulated from 84 worldwide crude sources of asphalt, it is shown that the viscosity at 140 F is related to each of the other two tests by power law logarithmic function, and that the overall relationship is represented by a nesting of lines. With the viscosity at 140 F as the independent variable, there exist significant differences in the penetration (77 F) and viscosity (275 F) levels but with only minor differences in the slope of the lines. Thus, the relationships between this viscosity and the other two consistency tests serve to identify the viscosity grade as well as to indicate the source of the asphalt, which in turn relates to temperature susceptibility properties.

1.
ASTM Standard Method
D 2171-66.
2.
ASTM Standard Method
D 2170-67.
3.
Fundamental Viscosity of Bituminous Materials, ASTM STP 328
,
American Society for Testing and Materials
,
1962
.
4.
Grading of Paving Asphalts by Viscosity at 140 F Versus Penetration at 77 F, ASTM STP 424
,
American Society for Testing and Materials
,
1966
.
5.
Highway Research Record
 0073-2206, No.
350
,
1971
.
6.
AASHO Viscosity Graded Asphalt Cement Specification
M 226-70,
American Association of State Highway Officials
.
7.
Halstead
,
W. J.
and
Welborn
,
J. Y.
,
Highway Research Record
 0073-2206, Vol.
350
,
1971
.
8.
Puzinauskas
,
V. P.
,
Proceedings
, Association of Asphalt Paving Technologists, Vol.
36
,
1967
, p. 489.
9.
Welborn
,
J. Y.
,
Oglio
,
E. R.
, and
Zenewitz
,
J. A.
,
Proceedings
, Association of Asphalt Paving Technologists, Vol.
35
,
1966
, p. 19.
10.
Corbett
,
L. W.
,
Proceedings
, Association of Asphalt Paving Technologists, Vol.
39
,
1970
, p. 481.
11.
LeFebvre
,
J. A.
,
Proceedings
, Association of Asphalt Paving Technologists, Vol.
39
,
1970
, p. 443.
12.
Fromm
,
H. J.
and
Phang
,
W. A.
,
Highway Research Record
 0073-2206, Vol.
350
,
1971
, p. 30.
13.
Burgess
,
R. A.
,
Kopvillem
,
O.
, and
Young
,
F. D.
,
Proceedings
, Association of Asphalt Paving Technologists, Vol.
40
,
1971
, p. 148.
14.
Duthie
,
J. L.
,
Proceedings
, Association of Asphalt Paving Technologists, Vol.
41
,
1972
.
15.
Christison
,
J. T.
,
Murray
,
D. W.
, and
Anderson
,
K. O.
,
Proceedings
, Association of Asphalt Paving Technologists, Vol.
41
,
1972
.
16.
New Jersey, New York, and New England States Testing Engineers Association
modification of
AASHO Viscosity Graded Asphalt Cement Specification
M 226-70.
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