- When used as a source of aggregfate for concrete , crushed concrete has in general lower strength and high water absorption characteristic than porimary aggregates .
- This makes mix design more difficult
- The proportion of cement paste in recycled concrete is much larger than in the original material , shrinkage and creep will be increase .
- Too many recycled fines can produce a harsh and unworkable mixture
- In crushing the concrete , it is difficult to control particle size distribution , meaning that the " aggregate " may fail to meet grading requirements .
- The largest problems for reuse as concrete is that large variations in quality can be expected .
- The use of construction waste should focus upon non-structural applications and those without demanding exposure requirements .
After removal of contaiminants through selective demolition , screening and / or air separation and size reduction in a crusher to aggregates sizes , crushed concrete can be used as :
- new concrete for pavements , shoulders , median barriers , sidewalks , curbs and gutters and bridge foundations
- Structural grade concrete ( technology developing and not widely used at the moment )
-Soil - cement pavements bases
-Lean - concrete or econo-crete bases and
- Bituminous concrete .
Recycled concrete used as aggregates / crusher run to provide an leveled surface for road pavements .
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