All in a Day’s Work
๐๐ฎ๐๐ฒ ๐ญ; ๐ก๐ผ๐ฟ๐๐ต ๐๐ผ๐ผ๐๐ฎ๐น – ๐ฅ๐ฒ๐ป๐ผ๐๐ฎ๐๐ถ๐ป๐ด ๐ต๐ผ๐๐๐ฒ ๐๐ถ๐๐ต ๐๐ฎ๐น๐น ๐ฐ๐ฟ๐ฎ๐ฐ๐ธ๐
The owner of a 1970’s bungalow was renovating and needed expert advice about how to repair cracked and displaced bricks. We found that footing settlements and rotation was the cause. And we recommended a number of procedures to reduce footing movements and some great methods to repair the damaged bricks.
๐๐ฎ๐๐ฒ ๐ฎ; ๐๐๐ฟ๐น๐ฒ๐ถ๐ด๐ต ๐๐ฒ๐ฎ๐ฑ๐ -๐ข๐น๐ฑ ๐๐ฎ๐น๐น ๐ฐ๐ฟ๐ฎ๐ฐ๐ธ๐
House on-the-market with some old subsidence and repaired cracks. Our investigation found that there had been some footing settlements due to loose material in the footings when the footings were poured and also seepage had been softening the founding material. That had been stabilized and the house was sound-as-a-pound
๐๐ฎ๐๐ฒ ๐ฏ; ๐ ๐ ๐๐ฟ๐ผ๐๐ฏ๐ – ๐ฅ๐๐๐๐ถ๐ป๐ด ๐๐๐ฒ๐ฒ๐น ๐ฝ๐ผ๐๐ ๐ฏ๐ฎ๐๐ฒ๐
We found the galvanizing had been damaged by the concretors during the build, and the post bases had not been “tanked”. Cleaning and treating post bases will prolong the life of some posts, but post replacement will be required in the future.
๐๐ฎ๐๐ฒ ๐ฐ: ๐ฅ๐ผ๐๐ฒ๐๐ผ๐ผ๐ฑ – ๐๐ฎ๐ฝ๐ & ๐๐ฟ๐ฎ๐ฐ๐ธ๐
House with some typical gaps and cracks. We found that the slab had very serious deflections that were progressing and significant underpinning would be required to stabilize the house.
๐๐ฎ๐๐ฒ ๐ฑ: ๐ฆ๐ฝ๐ฟ๐ถ๐ป๐ด๐ณ๐ถ๐ฒ๐น๐ฑ ๐๐ฎ๐ธ๐ฒ๐ – ๐ช๐ฎ๐ณ๐ณ๐น๐ฒ ๐ฝ๐ผ๐ฑ ๐๐น๐ฎ๐ฏ ๐ฒ๐ฑ๐ด๐ฒ ๐ฏ๐ฒ๐ฎ๐บ ๐ฑ๐ฎ๐บ๐ฎ๐ด๐ฒ.
We inspected this house for the buyer. A small section of the slab edge beam had broken away and edge reinforcement was exposed. Our investigation found that the damage was localized and the slab had no significant deflections in this area. Our expert structural engineer report recommended simple cost-effective repairs.
๐๐ผ๐ฟ๐ฒ๐ป๐๐ถ๐ฐ ๐๐ป๐ด๐ถ๐ป๐ฒ๐ฒ๐ฟ๐ ๐๐
๐ฝ๐ฒ๐ฟ๐ ๐ฆ๐๐ฟ๐๐ฐ๐๐๐ฟ๐ฎ๐น ๐๐ป๐ด๐ถ๐ป๐ฒ๐ฒ๐ฟ ๐ฅ๐ฒ๐ฝ๐ผ๐ฟ๐๐
๐๐๐ฒ๐ฟ๐ ๐๐ฎ๐
www.forensic-engineers.com.au