AWS D1.1:2025 · Table 5.11 · Category B

A588 Preheat for GMAW — 1-1/2" to 2-1/2"

Per AWS D1.1:2025 Table 5.11, the minimum preheat for A588 welded with GMAW at 1-1/2" to 2-1/2" is 150°F (65°C), Category B. Preheat below this raises hydrogen-cracking risk in the heat-affected zone; the same temperature is the minimum interpass limit maintained through the weld.

Built on AWS D1.1:2025 Table 5.11 — every value traced to the clause.

Minimum Preheat & Interpass Temperature
150°F / 65°C
Category B Low-hydrogen SMAW, SAW, GMAW, or FCAW process
AWS D1.1:2025 Table 5.11, §5.7
Reference tool. Verify against project-applicable edition and Engineer-approved WPS.

Have a preheat question? Ask Flux

GMAW (Gas Metal Arc Welding)

GMAW (MIG) feeds continuous solid wire with shielding gas — an inherently low-hydrogen process assigned to Category B in Table 5.11.

ER70S-6 wire at 0.035" or 0.045" diameter handles most structural work on common grades. Spray transfer at 250-350 amps provides high deposition for shop fillet welds. For thinner material under 1/4", short-circuit transfer at lower parameters reduces heat input. Gas flow rates of 35-45 CFH through a standard nozzle provide adequate shielding in typical shop environments without excessive turbulence.

GMAW Tips for Common Structural Steels

For A588 weathering steel (50 ksi yield, CE-IIW 0.45–0.52), GMAW with standard ER70S-6 is acceptable on unexposed interior joints but exposed weld faces require a weathering-type wire such as ER80S-G or ER70S-G1 with Cu/Cr/Ni additions to match the corrosion-protective alloy chemistry. Category B applies — minimum preheat 32°F up to 3/4", stepping up to 225°F above 2-1/2".

Typical values for reference — always verify against your approved WPS and electrode manufacturer data.

Filler Metal for GMAW

Common wire: ER70S-6 (AWS A5.18). Diameter: 0.035" for thin sections and out-of-position, 0.045" for production flat/horizontal. Shielding gas: 75/25 Ar/CO2 (standard), 90/10 Ar/CO2 (less spatter, better profile), or 100% CO2 (deeper penetration, more spatter). Contact-tip-to-work distance: 1/2" to 3/4".

Typical values for reference — always verify against your approved WPS and electrode manufacturer data.

A588

ASTM A588 is a weathering steel specification (50 ksi minimum yield, 70 ksi minimum tensile) that forms a protective iron oxide patina when exposed to atmospheric wet-dry cycling. The copper (0.25-0.40%), chromium (0.40-0.65%), and nickel (0.25-0.40%) alloying creates a dense, adherent rust layer that stabilizes after 2-5 years of exposure. Used in unpainted bridges and exposed structural members, it requires low-hydrogen processes (Category B) per Table 5.11 due to its higher alloy content pushing CE-IIW to 0.45-0.52. Weld filler metal must be a matching weathering composition (e.g., E8018-W2) to achieve corrosion-matching at exposed joints. A588 is produced as plate up to 8" thick and is available in structural shapes, though A709 Gr.50W is more commonly specified for bridge applications.

Why This Preheat for A588 with GMAW

Weathering steel forming protective patina for unpainted bridge applications. This steel is prequalified only with low-hydrogen processes under Table 5.11. With GMAW, the continuous solid wire and gas shielding in GMAW produce inherently low hydrogen levels, typically 2-4 mL/100g. The 150°F minimum preheat balances the steel’s strength level and carbon equivalent against the hydrogen control provided by GMAW. Non-low-hydrogen SMAW is not an option for this grade under D1.1 prequalified WPS.

Typical Applications for A588

Used in unpainted highway bridge girders, exposed pedestrian bridges, architectural weathering facades, transmission tower legs, rail bridge stringers, and marine navigation light structures. A588 welds must use compatible weathering-type filler metals (e.g., E8018-W2 or ER80S-G) to achieve matching corrosion resistance in the exposed weld face. Girder flange splices and stiffener fillet welds are primary fabrication joints. The distinctive brown-orange patina develops over 2-5 years of atmospheric exposure to form a stable, adherent oxide layer that does not require repainting. In coastal locations with salt spray or in areas where the surface stays wet for extended periods, the protective oxide layer may not form properly, limiting A588 to inland applications with reliable wet-dry cycling. Bolt holes and copes must be deburred to prevent corrosion concentration. Drainage details in the steel design prevent water traps that would undermine the patina formation process.

Why Preheat Matters at 1-1/2" to 2-1/2"

Heavy plate with significant restraint and thermal mass — preheat is critical to maintain slow cooling for hydrogen escape.

Other Steels with GMAW at 1-1/2" to 2-1/2"

SteelCategoryPreheat
A633 Gr.A/C/DB150°F (65°C)
A633 Gr.EC225°F (110°C)
A709 HPS70WC225°F (110°C)
A710 Gr.AC225°F (110°C)
What is the minimum preheat for A588 with GMAW at 1-1/2" to 2-1/2"?
When welding A588 at 1-1/2" to 2-1/2" using GMAW, the minimum preheat temperature is 150°F (65°C) per AWS D1.1:2025 Table 5.11, Category B. GMAW places this combination in Category B. This is also the minimum interpass temperature — the joint must not cool below 150°F between passes.
What Table 5.11 category applies to A588 with GMAW?
When using GMAW on A588, the combination falls under Category B in AWS D1.1:2025 Table 5.11. Low-hydrogen SMAW, SAW, GMAW, or FCAW process. At 1-1/2" to 2-1/2" thickness, Category B with GMAW requires a minimum preheat of 150°F (65°C).
Why is preheat 150°F for A588 at 1-1/2" to 2-1/2"?
The 150°F preheat for A588 at 1-1/2" to 2-1/2" when using GMAW reflects the combination of the steel's hardenability and the increased restraint at this thickness. GMAW delivers controlled hydrogen levels, but at this thickness the preheat must slow the cooling rate in the heat-affected zone, giving diffusible hydrogen more time to escape before the steel transforms to a crack-susceptible microstructure.
What happens if I skip preheat on thick plate?
Without adequate preheat on material in the 1-1/2” to 2-1/2” range, the weld HAZ cools rapidly, trapping diffusible hydrogen in a hardened microstructure. This creates conditions for hydrogen-induced cracking (also called cold cracking or delayed cracking), which may not appear until hours or days after welding. Table 5.11 preheat minimums are set to prevent this failure mode.

D1.1:2025 reference data. Not affiliated with AWS.