[AT] OT stamping press pits

[Stephen Offiler]

Service pits are just pits.  Stamping press pits support very large, very
heavy equipment that creates high shock and vibration in service, enough to
literally shake the ground, hence the recommendation for a soil study.

SO


On Wed, Dec 11, 2019 at 10:17 AM Aaron Dickinson <a_dickinson at att.net>
wrote:

> 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 <jamesgpeck at hotmail.com>
> *Sent:* ‎Wednesday‎, ‎December‎ ‎11‎, ‎2019 ‎12‎:‎36‎ ‎AM
> *To:* Antique Tractor Email Discussion Group
> <at at lists.antique-tractor.com>
>
> 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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