Someone asked earlier if anyone had actually stress-tested GFRC through real winters, so I'll share what we did before we ever sold a piece.

I spent forty years in commercial construction before I got into precast. When I started building glass fiber reinforced concrete for outdoor use in 2019, I wasn't willing to take a spec sheet's word for freeze-thaw performance. Lab cycles are controlled. A February in Michigan is not. So we spent three winters destroying our own product in the yard before we let a customer see it.

The setup was simple. We poured test panels at different mix ratios, different fiber loads, different cure times. Some we sealed, some we left raw. Then we put them outside and stopped babysitting them. Snow load, ice, road salt tracked in from the driveway, standing water in the low spots, the whole thing. Michigan gave us somewhere between 40 and 60 real freeze-thaw cycles per winter depending on the year. ASTM C666 runs 300 cycles in a lab. We wanted to see what happened when the cycles were slower, wetter, and dirtier than a lab tank.

First winter killed the panels I expected it to kill. Anything under about 8,000 PSI compressive spalled at the edges by March. The surprise wasn't that they failed, it was where. The corners went first, then the top face where water pooled and refroze. The bottom, sitting on gravel, held up better than I thought it would because the drainage kept liquid water off the surface. Lesson one was that geometry matters as much as mix. A flat top with no fall is a freeze-thaw trap regardless of what you poured.

Second winter we tightened the mix and added polymer to a subset. That's where we started seeing the panels that eventually cleared 12,500 PSI compressive. Those held. No spalling, no hairline cracking at the fiber lines, no salt scaling on the face. The unsealed ones picked up some surface darkening from the salt but structurally they were fine. Sealed panels looked newer but performed the same under load testing in the spring.

Third winter was the one that told me we had something. We took the best mix and abused it. Left panels partially buried in slush, hit them with a plow blade at low speed, dropped a 40 pound bag of salt directly on one and left it. The plow strike chipped a corner. Everything else was intact. I ran compressive tests in April on cores pulled from the yard panels and the numbers came back within about 4 percent of the original 28-day break. After three Michigan winters. That was the point I stopped testing and started selling.

The thing I didn't expect to learn was how much the fiber orientation matters at the surface. Random distribution is fine for body strength but the face wants fibers laying closer to parallel with the surface, otherwise you get little stress risers where a fiber end sits proud and water gets under it. That's a placement and vibration issue, not a mix issue, and it took us most of the second winter to figure out.

Curious what others have seen. Anyone here running GFRC or high-PSI precast through northern winters long enough to have a real opinion on what holds and what doesn't?