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Jerome J. Lazar, RA, CCS, CSI, SCIP
Senior Member
Username: lazarcitec

Post Number: 755
Registered: 05-2003
Posted on Tuesday, September 20, 2011 - 03:51 pm:   Edit PostDelete PostPrint Post

The structural engineer needs to prepare a section for a project that includes concrete tunnel form work - looking at MF2004 it looks like Section 031113 - Structural Cast-In-Place Concrete Forming is the way to go, any comments?
Karen L. Zaterman, CCS, LEED-AP, SCIP
Senior Member
Username: kittiz

Post Number: 83
Registered: 10-2005

Posted on Friday, September 30, 2011 - 01:02 pm:   Edit PostDelete PostPrint Post

Assuming there is additional CIP concrete on the site and you already have 03 11 00-Concrete Forming for that, I would make sure that formwork is really what the SE wants -- as he may want 31 72 00 - Tunnel Support Systems.
Karen L. Zaterman, CSI, CCS, SCIP-Affil, LEED AP BD+C
Moffatt & Nichol - Long Beach, CA
Mark Gilligan SE,
Senior Member
Username: mark_gilligan

Post Number: 422
Registered: 10-2007
Posted on Friday, September 30, 2011 - 11:29 pm:   Edit PostDelete PostPrint Post

If the concrete is Cast-in-place why does the structural engineer want to specify the type of formwork?

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