| Report No. | AKP7 (jot this number down to order) |
| Title | Thermal Cracking of Rubber Modified Pavements |
| Authors | Raad, Lutfi; Yuan, Xioalin & Saboundjian, Stephen, University of Alaska |
| Publisher | Alaska DOT |
| Pub. Date | May, 1995 |
| Pages | 187 pages |
| Keywords | Recycled tire rubber, rubber modified pavements, asphalt-rubber, rubberized asphalt |
| Description | In accordance with original ISTEA mandate to use crumb tire rubber in pavements, Alaska would be required to use about 250 tons of used tire rubber starting in 1994 and increasing to about 1,000 tons of rubber in 1997 and each year thereafter. A number of pavements using crumb rubber modifiers have been built in the state and have been in service for periods of 8 to 15 years. Knowledge of the behavior of these rubber-modified pavements under extreme climatic conditions, particularly in relation to their low temperature cracking resistance, is necessary for future design and construction of rubberized pavements in Alaska. This report presents results of a study to determine the low temperature cracking resistance of rubber modified pavements in Alaska in comparison with conventional asphalt concrete pavements. |
| Postage | $ 14.00 : U.S. $ 14.40 : Canada/Mexico $ 14.80 : Rest of the World |
 |
|
|
|
|
|
|
|
|
|
|
|
|
 |
||||||||||||
 |
 |
 |
 |
 |
||||||||
 |
 |
 |
 |
 |
 |
 |
||||||
 |
 |
 |
 |
 |
 |
 |
||||||
 |
||||||||||||
1801 South Jentilly Lane, Suite A-2
Tempe, AZ 85281 USA
480.517.9944
480.517.9959 fax
<