Projects & Services - Reports

SIGA provides site inspections including a visual inspection and discussions with involved parties on site to examine existing structure(s) and document areas of concern.

The intension is to identify structural or safety concerns and potential remedial action required. The results of the visual inspection and site discussions are subsequently summarised in a structural report.

The reason for a problem is usually readily identifiable and is discussed on site, as well as the recommended remedial action. The subsequent report further provides the added reassurance of a record of the discussions.

Structural reports are provided for a variety of clients (and of course owners of Industrial, Commercial or Industrial premises) including:

The following are examples of projects where structural reports where required by our clients.

Parramatta - Repairs to Concrete Degradation

Special Considerations /Challenges

Concrete cancer had affected the underside of the walkway to the weir and Siga was contracted to provide instructions on the rectification works. Pedestrian access of the walkway during the repairs needed to be considered as was flooding to the weir when it rains!

The SIGA Solution

Determining suitable solutions and material with the builder to cater for the submerged environment that the repairs would be exposed to.


 

Redfern - Structural Integrity

Special Considerations /Challenges

This building was a major investment for the intending purchaser who wanted reassurance that the building didn’t have any hidden significant structural concerns.

The SIGA Solution

Provided a visual examination of the building. Subsequent report prepared commenting on the areas of concern including existing cracks in brickwork along with any potential items of concern such as the ageing existing roof and floors.


 

Bellevue Hill - Structural Opinion

Special Considerations / Challenges

Retaining wall failure

The SIGA Solution

Provided professional discussions and advice on site and a subsequent report detailing our view that the failure occurred as a result of excavations next to the wall, combined with poor initial design for the load conditions.


 

 




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