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Fundamental Properties of Asphalts and Modified Asphalts, III

Fundamental Properties of Asphalts and Modified Asphalts, III

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• LTA1 (long term aging Level 1): The loose mix aging procedure was the same as STA<br />

except the compacted specimen (75-mm diameter by approximately 120-mm tall) was<br />

conditioned at 85˚C for two days.<br />

• LTA2 (long term aging Level 1): The loose mix aging procedure was the same as STA<br />

except the compacted specimen (75-mm diameter by approximately 120-mm tall) was<br />

conditioned at 85˚C for four days.<br />

• LTA3 (long term aging Level 1): The loose mix aging procedure was the same as STA<br />

except the compacted specimen (75-mm diameter by approximately 120-mm tall) was<br />

conditioned at 85˚C for eight days.<br />

In this analysis, the effects <strong>of</strong> short- <strong>and</strong> long-term laboratory aging were measured by first<br />

splitting open the STA <strong>and</strong> LTA3 cores <strong>and</strong> removing small samples <strong>of</strong> mastic from the edge <strong>and</strong><br />

center <strong>of</strong> the open face <strong>of</strong> the cores as illustrated in figure 2-2.2.16. Asphalt from the small<br />

mastic samples was recovered <strong>and</strong> evaluated by FTIR<br />

Figure 2-2.2.16. Core face (typical) - mastic sample locations (STA <strong>and</strong> LTA3).<br />

The FTIR analysis was performed using PA <strong>and</strong> liquid cell infrared spectroscopy. The PA<br />

results were inconclusive due to insufficient signal to noise ratio in the region <strong>of</strong> interest<br />

(approximately 1680 cm -1 to 1720 cm -1 ). It appeared that the number <strong>of</strong> co-added scans (512 in<br />

this case) at an OPD velocity <strong>of</strong> 0.5 cm/sec was insufficient. Liquid cell spectra <strong>of</strong> the extracted<br />

asphalt is shown in figure 2-2.2.17.<br />

35

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