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Advances in Civil Engineering
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2016
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Article
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Tab 2
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Research Article
Performance Characterization of Polymer Modified Asphalt Binders and Mixes
Table 2
Drain-down test results.
Type of mix
Type of binder
Drain-down (%)
(max 0.3)
SMA
VG 10
0.57
SMA
VG 30
0.43
SMA
PMB (S)
0.28
SMA
PMB (E)
0.26