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• The crushing characteristics of hardened concrete are similar to those of natural rock and are not significantly affected
by the grade or quality of the original concrete. Recycled aggregates produced from all but the poorest quality original
concrete can be expected to pass the same tests required of conventional aggregates.
• Recycled concrete can be batched, mixed, transported, placed and compacted in the same manner as conventional
concrete.
• Special care is necessary when using recycled fine aggregate. Only up to 10% to 20% recycled fine aggregate is
beneficial.
• Higher porosity of recycled aggregate compared to natural aggregate leads to a higher absorption.
• It is recommended that recycled aggregates be batched in a prewetted and close to a saturated surface dry condition. To
achieve the same workability, slump, and water-cement ratio as in conventional concrete, the paste content, or amount
of water reducer have to be increased.
RAC(recycled aggregate concrete)
RAC(recycled aggregate concrete)
RAC(recycled aggregate concrete)
RAC(recycled aggregate concrete)
RAC(recycled aggregate concrete)
RAC(recycled aggregate concrete)
RAC(recycled aggregate concrete)
RAC(recycled aggregate concrete)
RAC(recycled aggregate concrete)
RAC(recycled aggregate concrete)

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RAC(recycled aggregate concrete)

  • 1.
  • 2.
  • 3.
  • 4.
  • 5. • The crushing characteristics of hardened concrete are similar to those of natural rock and are not significantly affected by the grade or quality of the original concrete. Recycled aggregates produced from all but the poorest quality original concrete can be expected to pass the same tests required of conventional aggregates. • Recycled concrete can be batched, mixed, transported, placed and compacted in the same manner as conventional concrete. • Special care is necessary when using recycled fine aggregate. Only up to 10% to 20% recycled fine aggregate is beneficial. • Higher porosity of recycled aggregate compared to natural aggregate leads to a higher absorption. • It is recommended that recycled aggregates be batched in a prewetted and close to a saturated surface dry condition. To achieve the same workability, slump, and water-cement ratio as in conventional concrete, the paste content, or amount of water reducer have to be increased.