Yes, I was involved in a study for a similarly sized adobe last year. No decision has been reached but I can report on a couple of ideas and findings. This was done with Michael Krakower Assoc., structural engineers, and Eagle Restorations Group, general contractors, two very experienced firms in adobe work in California.
The steel bracing structure required to move the building was massive and extremely expensive, but do-able. There was still a considerable amount of adobe rebuilding once moved, especially around the base of the building.
Here's the other alternative considered:The most generic, replaceable part of the building is the adobe itself. Disassemble the original building, and before and during disassembly
studiously document and salvage every bit of non-adobe material (timber frames, doors and windows, wooden roof structures, etc.) for restoration and re-use. Document the adobe itself. Rebuild at the new site with new adobe made to match, and reinstalling all the salvaged parts and pieces.
This may seem risky. (So is trying to move one.) I have built adobe historic reconstruction from the ground up, and am proficient at documenting and reverse-engineering historic structures, so I was comfortable with the approach.
Of course while building the new adobe walls bond beams and other improvements can be buried.
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Joseph Catalano AIA
Joseph Catalano AIA
Sierra Madre CA
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