It is a well known fact that construction and demolition wastes (C and D wa
stes) make up 50% of municipal wastes in countries with a high gross domest
ic product (GDP). Besides questions about the handling of such enormous amo
unts of waste, problems also occur with the chemical composition of the C a
nd D wastes. The Latter problem is the result of the increasing use of synt
hetic organic materials and heavy metals in construction engineering during
the last decades. In this paper two different treatment technologies for C
and D wastes are compared, a wet and a dry separation technique. The compa
rison yielded the following results: both dry and wet technology are not ab
le to select materials according to their chemical composition with the exc
eption of iron, organic carbon and water soluble substances tin the case of
wet sorting). Further, it is shown that there are only small differences i
n the produced fractions of the two plants. Both plants produce a small gra
in size fraction with the highest content of trace elements, which should b
e removed Frier to reuse. It became obvious that the (chemical) quality of
the input is the most important factor in view of the quality of the output
fractions. Consequently, this makes separation of C and D wastes at source
, a necessity on the way to multiple recycling steps.