Since, the quantity of cement used in this study was lower than that of the normally used cement to sand ratio (i.e. 1:0.5 to 1:1), the bending strength was found to be lower than the conventional and commercially available
products which is in concurrence with the work of Bentur and Mindess [10].
Moreover, the GRP waste fibre characterisation results from this study revealed that the GRP waste fibre sample had a wide particle size ranging from 500 micrometre to 2 mm.
Consistent quality of GRP waste fibre was expected to improve the bending strength of cement composites.