WALL CRACKS, SUBSIDENCE, UNDERPINNING, STRUCTURAL ENGINEER REPORTS.

๐—˜๐˜ƒ๐—ฒ๐—ฟ๐˜† ๐˜„๐—ฒ๐—ฒ๐—ธ ๐˜„๐—ฒ ๐—ฎ๐—ฟ๐—ฒ ๐—น๐—ผ๐—ผ๐—ธ๐—ถ๐—ป๐—ด ๐—ฎ๐˜ ๐—ต๐—ผ๐—บ๐—ฒ๐˜€ ๐—ผ๐—ป ๐˜๐—ต๐—ฒ ๐—š๐—ผ๐—น๐—ฑ ๐—–๐—ผ๐—ฎ๐˜€๐˜, ๐—ถ๐—ป ๐—Ÿ๐—ผ๐—ด๐—ฎ๐—ป, ๐—š๐—ฟ๐—ฒ๐—ฎ๐˜๐—ฒ๐—ฟ ๐—•๐—ฟ๐—ถ๐˜€๐—ฏ๐—ฎ๐—ป๐—ฒ, ๐—•๐—ฎ๐˜†๐˜€๐—ถ๐—ฑ๐—ฒ ๐—ฎ๐—ป๐—ฑ ๐—ถ๐—ป ๐—œ๐—ฝ๐˜€๐˜„๐—ถ๐—ฐ๐—ต ๐˜„๐—ถ๐˜๐—ต ๐˜„๐—ฎ๐—น๐—น, ๐—ณ๐—ผ๐—ผ๐˜๐—ถ๐—ป๐—ด ๐—ฎ๐—ป๐—ฑ ๐˜€๐—น๐—ฎ๐—ฏ ๐—ฑ๐—ฎ๐—บ๐—ฎ๐—ด๐—ฒ๐˜€..
HERE ARE SOME RECENT CASES;
๐Ÿญ) ๐—จ๐—ป๐—ฑ๐—ฒ๐—ฟ๐˜„๐—ผ๐—ผ๐—ฑ ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ;
Cracks in a nib-wall. We found that there was no footing under this section of the wall and it needed a footing extension to support it. We recommended and expert Repair Builder who completed the new section of footing and repaired the nib-wall quickly and economically.
๐Ÿฎ) ๐—›๐—ฒ๐—น๐—ฒ๐—ป๐˜€๐˜ƒ๐—ฎ๐—น๐—ฒ ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ;
Soil swell (“heave“)ย  lifted the driveway slab, but the house is fine.
๐Ÿฏ) ๐—ก๐—ฒ๐—ฟ๐—ฎ๐—ป๐—ด ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ;
Some gaps in the exterior and some cracks in the garage slab. But our investigation found there were not any significant footing or slab deflections.
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—ณ๐—ผ๐—ฟ ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ๐˜€.
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