Author(s):
D. Bynum
Publication Date
August 1970
Abstract
Material properties in the uniaxial tension and compression modes were obtained for two compacted asphaltic concrete mixtures for various temperatures and rates of loading. The first mixture was preheated and compacted at 300°F whereas the second mixture was processed at 450°F; thus, the embrittlement due to overheating with the compactive effort constant was quantified. The results show that stress should not be used and strain could be used for assessing material performance.
Report Number:
127-2
Link(s):
Document/Product
http://tti.tamu.edu/documents/0-127-2.pdf
Publication/Product Request
TTI reports and products are available for download at no charge. If an electronic version is not available and no instructions on how to obtain it are given, contact the TTI Library.