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David G. Axt, CCS, CSI ,SCIP
Senior Member
Username: david_axt

Post Number: 1577
Registered: 03-2002


Posted on Wednesday, July 19, 2017 - 01:11 pm:   Edit PostDelete PostPrint Post

Do you have a recommendation for a concrete hardner/densifier for a transfer station floor? This floor will take a LOT of abuse with dropped objects and scraping by a front loader. Thanks!
David G. Axt, CCS, CSI, SCIP
Specifications Consultant
Axt Consulting LLC
Richard Howard, AIA FCSI CCS LEED-AP
Senior Member
Username: rick_howard

Post Number: 297
Registered: 07-2003


Posted on Wednesday, July 19, 2017 - 03:40 pm:   Edit PostDelete PostPrint Post

A surface-hardened slab would not stand up to the amount of abuse at a transfer station. I would use a high-strength concrete floor topping with emery aggregate. This would be a bonded installation about 2-inches thick over the structural slab.
Ronald L. Geren, FCSI, AIA, CCS, CCCA, SCIP
Senior Member
Username: specman

Post Number: 1465
Registered: 03-2003


Posted on Wednesday, July 19, 2017 - 05:09 pm:   Edit PostDelete PostPrint Post

What Richard said^^^

Used that on a National Guard vehicle maintenance facility for military construction vehicles and tanks.
Ron Geren, FCSI, AIA, CCS, CCCA, SCIP
www.specsandcodes.com
Guest (Unregistered Guest)
Unregistered guest
Posted on Wednesday, July 19, 2017 - 11:37 pm:   Edit PostDelete PostPrint Post

Just make sure contractor has sufficient quantity for the thickness you need/require. I once spec'd on a project in which contractor didn't have sufficient quantity for needed/required thickness. Project's slab ended up having less thickness than recommended for loads, abuse, slab was to be subjected to.

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