All in a Day’s Work

๐—–๐—ฎ๐˜€๐—ฒ ๐Ÿญ; ๐—ก๐—ผ๐—ฟ๐˜๐—ต ๐—•๐—ผ๐—ผ๐˜ƒ๐—ฎ๐—น – ๐—ฅ๐—ฒ๐—ป๐—ผ๐˜ƒ๐—ฎ๐˜๐—ถ๐—ป๐—ด ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ ๐˜„๐—ถ๐˜๐—ต ๐˜„๐—ฎ๐—น๐—น ๐—ฐ๐—ฟ๐—ฎ๐—ฐ๐—ธ๐˜€
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.

๐—–๐—ฎ๐˜€๐—ฒ ๐Ÿฎ; ๐—•๐˜‚๐—ฟ๐—น๐—ฒ๐—ถ๐—ด๐—ต ๐—›๐—ฒ๐—ฎ๐—ฑ๐˜€ -๐—ข๐—น๐—ฑ ๐˜„๐—ฎ๐—น๐—น ๐—ฐ๐—ฟ๐—ฎ๐—ฐ๐—ธ๐˜€
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

๐—–๐—ฎ๐˜€๐—ฒ ๐Ÿฏ; ๐— ๐˜ ๐—–๐—ฟ๐—ผ๐˜€๐—ฏ๐˜† – ๐—ฅ๐˜‚๐˜€๐˜๐—ถ๐—ป๐—ด ๐˜€๐˜๐—ฒ๐—ฒ๐—น ๐—ฝ๐—ผ๐˜€๐˜ ๐—ฏ๐—ฎ๐˜€๐—ฒ๐˜€
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.

๐—–๐—ฎ๐˜€๐—ฒ ๐Ÿฐ: ๐—ฅ๐—ผ๐˜€๐—ฒ๐˜„๐—ผ๐—ผ๐—ฑ – ๐—š๐—ฎ๐—ฝ๐˜€ & ๐—–๐—ฟ๐—ฎ๐—ฐ๐—ธ๐˜€
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.

๐—–๐—ฎ๐˜€๐—ฒ ๐Ÿฑ: ๐—ฆ๐—ฝ๐—ฟ๐—ถ๐—ป๐—ด๐—ณ๐—ถ๐—ฒ๐—น๐—ฑ ๐—Ÿ๐—ฎ๐—ธ๐—ฒ๐˜€ – ๐—ช๐—ฎ๐—ณ๐—ณ๐—น๐—ฒ ๐—ฝ๐—ผ๐—ฑ ๐˜€๐—น๐—ฎ๐—ฏ ๐—ฒ๐—ฑ๐—ด๐—ฒ ๐—ฏ๐—ฒ๐—ฎ๐—บ ๐—ฑ๐—ฎ๐—บ๐—ฎ๐—ด๐—ฒ.
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.

๐—™๐—ผ๐—ฟ๐—ฒ๐—ป๐˜€๐—ถ๐—ฐ ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ๐˜€ ๐—˜๐˜…๐—ฝ๐—ฒ๐—ฟ๐˜ ๐—ฆ๐˜๐—ฟ๐˜‚๐—ฐ๐˜๐˜‚๐—ฟ๐—ฎ๐—น ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ ๐—ฅ๐—ฒ๐—ฝ๐—ผ๐—ฟ๐˜๐˜€
๐—˜๐˜ƒ๐—ฒ๐—ฟ๐˜† ๐——๐—ฎ๐˜†
www.forensic-engineers.com.au