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Beni-Suef University Journal of Basic and Applied Sciences

Table 5 Marshall test parameters for final design mix for 50-mm thick DBM layer

From: Mechanical evaluation of recycled aggregate mixes and its application in reclaimed asphalt pavement (RAP) stretch

Bitumen content

Unit wt. (gm/cc)

Marshall stability (KN)

Marshall flow (mm)

% Air void

4.5%

2.351

14.9

3.2

4.3

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