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Robert E. Woodburn, AIA, CSI, CCS, CCCA
Senior Member
Username: bob_woodburn

Post Number: 126
Registered: 11-2010
Posted on Friday, January 23, 2015 - 04:38 pm:   Edit PostDelete PostPrint Post

I'm looking for someone willing to share a spec section for polyjacking (pressurized polyurethane grouting for slab lifting). Is anyone able to help me? Thanks.
Richard Gonser AIA CSI CCCA SCIP
Senior Member
Username: rich_gonser

Post Number: 88
Registered: 11-2008
Posted on Friday, January 23, 2015 - 05:48 pm:   Edit PostDelete PostPrint Post

Try these guys as a starting point.
http://www.haywardbaker.com/WhatWeDo/Techniques/Grouting/CompactionGrouting/Specifications/default.aspx

I just had a project needing compaction grouting and the geotechnical engineer liked their sample sections.
Robert E. Woodburn, AIA, CSI, CCS, CCCA
Senior Member
Username: bob_woodburn

Post Number: 127
Registered: 11-2010
Posted on Friday, January 23, 2015 - 06:14 pm:   Edit PostDelete PostPrint Post

Thanks, but these appear to use Portland cement grout, and for different purposes. I'm looking for something to be injected, in conjunction with perimeter underpinning, to raise a slab on grade where the soil has shrunk, and the substrate grade, as a result, is now lower...a sunken slab.
Richard Gonser AIA CSI CCCA SCIP
Senior Member
Username: rich_gonser

Post Number: 89
Registered: 11-2008
Posted on Friday, January 23, 2015 - 06:56 pm:   Edit PostDelete PostPrint Post

They have that specific topic as well. I did a little poking around after I sent the prior comment.

http://www.haywardbaker.com/WhatWeDo/Techniques/Grouting/PolyurethaneGrouting/default.aspx

This one is not a 3-part SectionFormat document. But, it does have the technical content that should get you what you need to write a proper section.
Robert E. Woodburn, AIA, CSI, CCS, CCCA
Senior Member
Username: bob_woodburn

Post Number: 128
Registered: 11-2010
Posted on Monday, January 26, 2015 - 10:28 am:   Edit PostDelete PostPrint Post

Yes, that's it. I looked around somewhat on that site Friday, but apparently didn't poke around in the right place, or long enough. Thanks for finding it, Richard!
Mark Gilligan SE,
Senior Member
Username: mark_gilligan

Post Number: 704
Registered: 10-2007
Posted on Monday, January 26, 2015 - 02:01 pm:   Edit PostDelete PostPrint Post

Slab jacking has been done using Portland cement grout. Why do you need to use polyurethane grout?
Robert E. Woodburn, AIA, CSI, CCS, CCCA
Senior Member
Username: bob_woodburn

Post Number: 130
Registered: 11-2010
Posted on Monday, January 26, 2015 - 02:30 pm:   Edit PostDelete PostPrint Post

Seems as if the the literature cited above cited some advantages over concrete grout. Since I was asking on behalf of our structural engineer, I didn't read it in detail, but I think expansion in place (adjustable by formulation, etc.), light weight, and perhaps water resistance are factors. I believe the expansion produces the pressure, not (just) the force of injection.

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