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Table 2 Concrete mixes

From: Long-Term Flexural Behaviour of Cracked Reinforced Concrete Beams with Recycled Aggregate

Mix Specimen   Mix proportions (kg/m3) Slump
(mm)
W/C W AW C FA CA CDW
M1 NC 0.42 177 0 422 754 1024 - 120
M2 RAC-50 0.42 177 8 422 754 512 512 125
M3 RAC-100 0.42 177 18 422 754 - 1024 135
  1. W/C water cement ratio, W effective water, AW additional water, C cement, FA fine aggregate, CA coarse aggregate, CDW construction and demolition wastes