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Industry Reports
| Report No. |
IP23(jot this number down to
order) |
| Title |
Design Methods for Paving Mixtures Using Wet Process
As Asphalt Rubber |
| Author(s) |
Chehovits, James G. |
| Publisher |
Crafco, Inc. |
| Pub. Date |
|
| Pages |
28 pages |
| Keywords |
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| Description |
Asphalt rubber (AR) produced using the wet process in
which the crumb rubber modifier (CRM) is pre-mixed and reacted with the hot
asphalt cement can be used in a variety of paving mixtures and applications.
These applications include 1) surface treatments, 2) open, gap, and
dense-graded hot-mixed asphalt (HMA) and 3) crack and joint sealants. AR
typically has significantly different physical characteristics than unmodified
asphalt cements. These differences include 1) higher viscosity, 2) lesser
temperature susceptibility, 3) increased aging resistance, and 4) increased
elasticity. Appropriate use of AR in paving applications requires that the
binder be designed and formulated for the specific application, and that the
final mixture with aggregate be correctly designed. The differing physical
properties of AR may require that normal mixture design procedures by modified
to account for these differences in binder characteristics. High CRM contents
can produce AR binders with physical properties that are modified to the extent
that they may be sued in manners and applications not possible with unmodified
asphalt cement. The objective of this paper is to present mixture design
concepts and methods that can be used to design surface treatments, and HMA in
open, gap, and dense-graded applications when using AR produced using the wet
process.
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| Postage |
$ 2.00 : U.S.
$ 2.20 : Canada/Mexico
$ 2.40 : Rest of the World |
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