Laboratory evaluation of aging for asphalt-aggregate mixtures
Laboratory evaluation of aging for asphalt-aggregate mixtures
Laboratory evaluation of aging for asphalt-aggregate mixtures
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L .4 Long -Term Oven Aging<br />
Long-term oven <strong>aging</strong> is also a procedure to simulate long-term <strong>aging</strong>. The<br />
procedure is carried out on compacted specimens after they have been short-term<br />
aged. The procedure is described in detail in Appendix C. The specimens are<br />
placed in a <strong>for</strong>ced draft oven, pre-heated to 85°C (185°F), and left <strong>for</strong> a period <strong>of</strong><br />
5 days. Alternately, a temperature <strong>of</strong> 100°C (212°F) and a period <strong>of</strong> 2 days is<br />
used. After the <strong>aging</strong> period, the oven is turned <strong>of</strong>f and left to cool to room<br />
temperature. The specimens are removed from the oven when this temperature is<br />
achieved and prepared to be tested at least 24 h after removal from the oven.<br />
3.4 Evaluation Methods<br />
3.4.1 Resilient Modulus<br />
The resilient modulus is determined at 25°C (77°F) using diametral<br />
(indirect tension) (ASTM D4123) and triaxial compression modes <strong>of</strong> testing with a<br />
0.1-second loading time at a frequency <strong>of</strong> 1.0 Hz. A constant strain level <strong>of</strong><br />
100 microstrain is maintained throughout the test.<br />
3.4.2 Dynamic Modulus<br />
Several specimens were subjected to a thorough dynamic modulus<br />
<strong>evaluation</strong> at temperatures <strong>of</strong> 0°C (32°F), 25°C (77°F), and 40°C (140°F).<br />
Eleven loading frequencies ranging from 15 to 0.01 Hz were used. This testing,<br />
called dynamic mechanical analysis (DMA), takes approximately eight hours per<br />
specimen; there<strong>for</strong>e, it was not possible to test all specimens with this<br />
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