Structural Engineer Reports – All in a Day’s Work

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. Our expert Structural Engineer Report found that footing settlements and rotation was the cause. And we recommended a number of procedures to stabilize the footings and some practical and affordable methods to repair the damaged bricks

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˜€
This house was for sale with some old subsidence and repaired cracks. Our engineer investigation found that there had been some footing settlements due to loose material in the footing bases when the concrete was poured. And to complicate matters, since then seepage had been softening the founding material and causing more settlements. The seepage problem and this had stabilized the footings and now the the house is “sound-as-a-pound”.

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 post 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—ฅ๐—ผ๐˜€๐—ฒ๐˜„๐—ผ๐—ผ๐—ฑ – ๐—š๐—ฎ๐—ฝ๐˜€ & ๐—–๐—ฟ๐—ฎ๐—ฐ๐—ธ๐˜€
This house had serious gaps and cracks. And we found that the house slab had very serious deflections that were progressing. And significant underpinning would be required to stabilize the house before it could be properly repaired.

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. And we found that a small section of the slab edge beam concrete had broken away and the 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 grout repairs 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—ฅ๐—ฃ๐—˜๐—ค 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˜€

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