A1066 Gr.50 Preheat for FCAW — over 2-1/2"
Minimum preheat and interpass temperature for A1066 Gr.50 welded with FCAW at over 2-1/2" thickness, per AWS D1.1:2025 Table 5.11.
Low-hydrogen SMAW, SAW, GMAW, or FCAW process
FCAW (Flux Cored Arc Welding)
FCAW uses tubular flux-cored wire, available gas-shielded (E71T-1) or self-shielded (E71T-8) for field work. Category B in Table 5.11.
High-strength FCAW wires such as E81T1-K2 and E91T1-K2 provide tensile matching for Category C steels. The flux system in these wires is formulated for low diffusible hydrogen, often meeting H8 supplementary limits when tested per AWS A4.3. Wire storage requires climate-controlled conditions similar to SMAW electrodes to prevent moisture absorption.
A1066 Gr.50
ASTM A1066 Grade 50 is a high-strength low-alloy plate (50 ksi yield, 65 ksi minimum tensile) with options for enhanced toughness and weldability through controlled chemistry and supplementary requirements. It falls under Category B for standard low-hydrogen processes and qualifies for the reduced Category E preheat (50°F up to 1”, 120°F above 1”) with H8-certified consumables. The specification includes S-series supplementary requirements for impact testing at various temperatures, allowing engineers to select the toughness grade appropriate for their service environment. Carbon content is limited to 0.20% max with CE-IIW controlled to approximately 0.38-0.44. A1066 Gr.50 competes with A572 Gr.50 plate in applications where the H8 preheat reduction provides meaningful fabrication cost savings on thick-section joints.
Why This Preheat for A1066 Gr.50 with FCAW
HSLA plate with H8-eligible Category E reduced preheat option at 50 ksi. This steel is prequalified only with low-hydrogen processes under Table 5.11, which is why it appears in Category B but not Category A. The 225°F minimum preheat with FCAW balances the steel's strength level and carbon equivalent against the controlled hydrogen input from the consumable. Non-low-hydrogen SMAW is not an option for this grade under D1.1 prequalified WPS.
Typical Applications for A1066 Gr.50
Applied in bridge plate girder webs where enhanced toughness is required beyond A709 Gr.50, cold-region building plate elements, heavy equipment support platforms, wind turbine tower flanges, and modular building frames. A1066 Gr.50 with H8 consumables qualifies for Category E reduced preheat (50°F up to 1", 120°F above 1"), offering a cost advantage over standard Category B procedures on thick plate where preheat time is a significant production bottleneck. Plate procurement requires specifying the supplementary toughness requirements (S-series) appropriate for the service temperature — S30 for -30°F, S50 for -50°F testing. The H8 preheat reduction becomes increasingly valuable as plate thickness increases, saving 30-60 minutes of preheating time per joint on material over 1 inch. For a bridge fabricator welding 200+ stiffener fillet welds per girder, the cumulative preheat savings from H8 consumables can reduce shop cycle time by 15-20% compared to full Category B procedures.
Why Preheat Matters at over 2-1/2"
The heaviest sections demand the highest preheat in Table 5.11. Multi-pass sequences require maintaining interpass temperature throughout.
Other Steels with FCAW at over 2-1/2"
| Steel | Category | Preheat |
|---|---|---|
| A36 | B | 225°F (110°C) |
| A633 Gr.E | C | 300°F (150°C) |
| A709 HPS70W | C | 300°F (150°C) |
| A710 Gr.A | C | 300°F (150°C) |
A1066 Gr.50 with FCAW
Try Different Combinations
Use the interactive preheat calculator to look up any steel, process, and thickness combination from D1.1:2025 Table 5.11.
A1066 Gr.50 Welding Guides
D1.1:2025 reference data. Not affiliated with AWS.