| Author |
Message |
Douglas Ashcraft (Unregistered Guest)
Unregistered guest
| | Posted on Monday, July 28, 2008 - 12:37 pm: |    |
Does anyone know what MF 04 code should be used for Rammed Aggregate Piers or Vibro Piers? |
Mark Gilligan SE, CSI
Senior Member
Username: mark_gilligan
Post Number: 72
Registered: 10-2007
| | Posted on Monday, July 28, 2008 - 01:04 pm: | |
My suggestion would be 31 65 00 |
Robert W. Johnson
Senior Member
Username: bob_johnson
Post Number: 168
Registered: 08-2004
| | Posted on Monday, July 28, 2008 - 03:37 pm: | |
You could also do it within the 31 66 00 category.
You should submit your question to the MasterFormat Maintenance Task Team at www.MasterFormat.com. |
Tom Heineman RA, FCSI, SCIP
Senior Member
Username: tom_heineman
Post Number: 92
Registered: 06-2002
| | Posted on Wednesday, July 30, 2008 - 11:13 am: | |
You want to be in the general area of 31 62 13.26 Pressure Injected Footings or 31 66 13 Special Piles, which would include vibro-compacted or vibro-flotation piles.
Search those last two methods on the Net to get an idea of what is being offered and by whom. |
Tom Heineman RA, FCSI, SCIP
Senior Member
Username: tom_heineman
Post Number: 93
Registered: 06-2002
| | Posted on Wednesday, July 30, 2008 - 11:28 am: | |
Not having heard the term 'rammed' here in Florida, I checked 'rammed granular piles' on the Net and found several entries that may interest you.
I am an architect, not a civil engineer, and my knowledge in this field is limited. |
John Regener, AIA, CCS, CCCA, CSI, SCIP
Senior Member
Username: john_regener
Post Number: 407
Registered: 04-2002
| | Posted on Wednesday, July 30, 2008 - 01:49 pm: | |
Tom Heineman: please call me. Your business telephone number no longer is in service. |
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