[AT] OT stamping press pits

[Aaron Dickinson]

I supect most service pits are shallow enough to not require a geotechnical report, however any building project’s foundation design (including service pits) is based on soil bearing capacity (at residential level often done by visiual or typical for area). When it doubt build for the lesser bearing.











From: James Peck
Sent: ‎Wednesday‎, ‎December‎ ‎11‎, ‎2019 ‎12‎:‎36‎ ‎AM
To: Antique Tractor Email Discussion Group





I believe Cecil mentioned he was involved with things geotechnical. This talks about having a geotechnical report before designing a stamping press pit.

https://www.stampingjournal-digital.com/stampingjournal/20191112/MobilePagedReplica.action?pm=1&folio=26#pg26

I wonder if such a report is used in designing tractor dealership service shops.
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