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TítuloA proposed methodology for the global study of the mechanical properties of cold asphalt mixtures

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Figure

Table 1. Components of recycled aggregate (% of total dry weight)
Table 3. Cumulative passing values of CDWA before and after compaction compared with  ATEB recommendations  Sieve size  (mm)  ATEB  upper limit  ATEB  lower limit  Selected  gradation  Gradation after  compaction  40  -  -  0  0  31.5  100  100  100  100
Figure 2. Recorded load and compactor position curves during static compaction process
Figure 3. Schematic process to obtain two 50 mm height ‘twin’ specimens from the same  101.6 mm height ‘mother specimen’
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