3 Unit Development – Koonawarra St Clayton, Victoria

A uniform dosage of 10kg/m³ Helix Micro Rebar and a single layer of SL92 in the couple of areas that were suspended SOG, replaced all of the reinforcement in the 100mm thick raft slab and all of its beams.  

The strip footings below the suspended SOG required a dosage of 15kg/m³ and a handful of pad footings required a nominal dosage of 5kg/m³.