 |

| Report
No. |
AKP5
(jot
this number down to order) |
| Title |
Use
of Rubber-Modified Asphalt in Cold Regions |
| Authors |
Takallou,
H.B. & Hicks, R.G., Oregon State Univ., & Esch, D.C.,
Alaska DOT |
| Publisher |
|
| Pub.
Date |
April,
1987 |
| Pages |
31 |
| Keywords |
|
| Description |
Rubber-modified
asphalt pavements have been used in Sweden and the United States
since the 1970's. In these applications the ground recycled tire
rubber particles (1/4 in. minus) are added to a gap-graded aggregate
and then mixed with hot asphalt cement. The resultant paving
mixture has been reported to have the following characteristics
for cold regions: 1. Improved resistance to load-induced tensile
cracking and to low temperature cracking. 2. Improved skid resistance
under icy conditions. 3. Good resistance to studded tires and/or
chains. 4. Reduced tire noise levels. Disadvantages include higher
initial costs due to the rubber costs, the increased asphalt
content required, and the unusual aggregate grading. However,
these tend to be offset by the improved performance. |
| Postage |
$
4.00 : U.S.
$ 4.40 : Canada/Mexico
$ 4.80 : Rest of the World |
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Rubber
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