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Complex shear modulus test using a DSR

This test method determines again the complex modulus (G ) and the phase angle (8), but using torsion rectangular geometry on a DSR to prismatic specimens. The test is specified by ASTM D 7552 (2009). [Pg.352]

According to the specification, the test is applicable to bituminous mixtures having complex shear modulus values greater than 1 x 10 Pa when tested over a range of temperatures from 10°C to 76°C at frequencies of 0.01 to 25 Hz and strains of 0.001% to 0.1%. [Pg.352]

Because of the geometry of the specimens tested, the test is not applicable to open-graded asphalts or stone mastic asphalts (SMAs). It is appropriate for dense-graded mixtures with 19 mm or smaller nominal maximum aggregate size. [Pg.352]

Prismatic specimens nominally 49 2 mm in length, 12 2 mm in width and 9 1.5 mm in thickness are cut from cylindrical specimens 150 mm in diameter, compacted in the laboratory (Marshall or gyratory compaction) or cored from the field. [Pg.352]

During testing, one of the fixtures is rotated with respect to the other at a pre-selected% strain (usually 0.01%) and a range of 10 frequencies at the selected temperatures. The frequency ranges from 10 to 0.01 Hz. [Pg.352]


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