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13.1.5 the average failure strain, to the nearest 0.01%;<br />

NOTE 11.--Direct tension testing of multiple specimens may produce obvious outliers. Until a statistically<br />

valid procedure is developed for considering outliers, discard any strain at failure values that are obvious outliers.<br />

13.1.6 the average failure stress, to the nearest 0.01 MPa;<br />

13.1.7 the average peak load, to the nearest N; and<br />

13.1.8 the type of fracture observed (fracture or no fracture).<br />

14. PRECISION AND BIAS<br />

14.1 Precision--The research required to develop precision estimates for this test<br />

method has not been conducted.<br />

14.2 Bias--The research required to establish the bias of this method has not been<br />

conducted.<br />

15. KEY WORDS<br />

Asphalt binder, direct tension, failure, failure strain, fracture, thermal cracking.<br />

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