Stiffness modulus (deformation sweep test) of Cement Bitumen Treated Material Mixture C3E5.5 (over 28 days of curing at 20C)

Dataset presents data of stifness modulus determined for cold recycled mixture – cement bitumen treated material mixture with following binding agents: 3% cement and 5.5% emulsion (C3E5.5). Mixture was designed according to Polish requirements for the base course of pavement. Mixture contains 60% of RAP material. Material was obtained from the field before compaction, and compacted in Road Research Laboratory. Specimen size: f=100 mm, h=60mm.  Specimen before the test were cured for more than 28 days at T of 20C and RH of 40-70%.
Data was obtained in the HYD-25 hydraulic universal machine (Cooper Ltd) for 1 temperature (+20°C). Deformation sweep test was used (on the basis of indirect tensile stiffness modulus test; IT-CY scheme acc. to EN 12697-24 standard)
Test load was selected as impulse loading with varied target deformation range – from 2 µm up to 15 µm.