Skip to Main Content
Skip Nav Destination
ASTM Selected Technical Papers
Effects of Aggregates and Mineral Fillers on Asphalt Mixture Performance
By
RC Meininger
RC Meininger
1
National Ready Mixed Concrete Association
?
Silver Spring, MD
;
symposium chairman
Search for other works by this author on:
ISBN-10:
0-8031-1468-0
ISBN:
978-0-8031-1468-5
No. of Pages:
364
Publisher:
ASTM International
Publication date:
1992

Advanced testing and evaluation were performed on laboratory prepared Marshall specimens from eight asphalt concrete mixes. Five of these mixes contain steel slag aggregates. These were characterized and results were compared to the remaining three conventional asphalt concrete mixes commonly used in the province of Nova Scotia, Canada. Advanced testing included indirect tensile strength, resilient modulus, creep and permanent deformation, moisture damage, and fatigue. Laboratory results showed that asphalt mixtures containing steel slag aggregates exhibited more superior characteristics than those of conventional mixes. Pavement performance of three idealized pavement cross-sections were modelled using VESYS and with material properties measured. Mixes which contained 100% steel slag aggregate had shown better resistance to rutting and to cold temperature cracking.

1.
Schmidt
,
R.J.
, “
A Practical Method for Measuring the Resilient Modulus of Asphalt Treated Mixes
,”
Highway Research Record
, No. 404,
Highway Research Board
, Washington, D.C.,
1972
, pp. 22–32.
2.
Predictive Design Procedures, VESYS User Manual
,” Report No. FHWA-RD-77-154,
Federal Highway Administration
, Washington, D.C.,
1978
.
3.
Anderson
,
K.O.
, and
Hahn
,
W.P.
, “
Design and Evaluation of Asphalt Concete with Respect to Thermal Cracking
,”
Proceedings of the Association of Asphalt Paving Technologists
, Vol.
37
,
1968
, pp. 1–31.
4.
Stuart
,
K.D.
, “
Evaluation of Procedures Used to Predict Moisture Damage in Asphalt Mixtures
,” Report No. FHWA-RD-86-090,
Federal Highway Administration
, Washington, D.C.,
1986
.
5.
Chan
,
J.S.S.
,
Taylor
,
B.
,
Ali
,
N.
,
Bergan
,
A.T.
, and
Stamatinos
,
G.
, “
Investigation of Resilient Modulus Behaviour as Part of Flexible Pavement Design in Saskatchewan
,”
Proceedings of Canadian Technical Asphalt Association
, Vol.
34
,
11
1989
, pp. 194–205.
This content is only available via PDF.
You do not currently have access to this chapter.
Close Modal

or Create an Account

Close Modal
Close Modal