ABSTRACT
This paper w i l l show the r e l i a b i l i t y of some t e s t methods concerning the finene s s , the water demand and the wate r segregation of cement. These p r o p e r t i e s i n general are thought to be i n f l u e n c i n g the bleeding behavior of fre s h concrete. Therefore the r e s u l t s are compared with the r e - s u l t s of a bleeding t e s t f o r concrete. The t e s t i s executed i n a l a b o r a t o r y at standard concrete mixes, were the cement used i s the only parameter.
