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

A588 Preheat for SAW — 3/4" to 1-1/2"

Minimum preheat and interpass temperature for A588 welded with SAW at 3/4" to 1-1/2" thickness, per AWS D1.1:2025 Table 5.11.

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

Minimum Preheat & Interpass Temperature
50°F / 10°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

SAW (Submerged Arc Welding)

SAW submerges the arc beneath granular flux for highest deposition rates, flat/horizontal only. Category B in Table 5.11.

SAW with F7A2-EM12K wire/flux delivers the highest deposition rates for flat-position fillet welds on building steel. Typical parameters: 500-700 amps, 28-32 volts, 18-30 IPM travel speed. Flux consumption runs approximately equal to wire consumption by weight. Unfused flux recovery and recycling systems are standard in production shops to control consumable costs.

SAW Tips for Common Structural Steels

For A588 weathering steel (50 ksi yield, CE-IIW 0.45–0.52), SAW with weathering-composition wire (EM12K-W or similar) and neutral flux handles girder web-to-flange fillet welds on unpainted bridge fabrication. The higher alloy content of A588 means the SAW heat input on thick flanges is a more critical parameter than on A36 — target 30–55 kJ/in to avoid excessive grain growth in the wide HAZ.

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

Filler Metal for SAW

Wire: EM12K or EL12 with matching flux (AWS A5.17). Common combo: F7A2-EM12K. Diameter: 3/32" or 7/64". Flux type: active (A) for single-pass, neutral (N) for multi-pass. Voltage: 28-34V. Current: 400-800A depending on joint size. Travel: 12-24 ipm.

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 SAW

Weathering steel forming protective patina for unpainted bridge applications. This steel is prequalified only with low-hydrogen processes under Table 5.11. With SAW, the submerged arc process with granular flux produces controlled hydrogen levels, with flux condition being the primary variable. The 50°F minimum preheat balances the steel’s strength level and carbon equivalent against the hydrogen control provided by SAW. 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 3/4" to 1-1/2"

Preheat climbs at this range as thicker material slows heat dissipation, trapping hydrogen at crack-susceptible grain boundaries.

Other Steels with SAW at 3/4" to 1-1/2"

SteelCategoryPreheat
A36B50°F (10°C)
A633 Gr.EC150°F (65°C)
A709 HPS70WC150°F (65°C)
A710 Gr.AC150°F (65°C)

Try Different Combinations

Use the interactive preheat calculator to look up any steel, process, and thickness combination from D1.1:2025 Table 5.11.

What is the minimum preheat for A588 with SAW at 3/4" to 1-1/2"?
When welding A588 at 3/4" to 1-1/2" using SAW, the minimum preheat temperature is 50°F (10°C) per AWS D1.1:2025 Table 5.11, Category B. SAW places this combination in Category B. This is also the minimum interpass temperature — the joint must not cool below 50°F between passes.
What Table 5.11 category applies to A588 with SAW?
When using SAW 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 3/4" to 1-1/2" thickness, Category B with SAW requires a minimum preheat of 50°F (10°C).
Why does preheat increase at 3/4 inch?
Below 3/4”, the thin section sheds heat and hydrogen quickly. Above 3/4”, the thicker material acts as a heat sink, cooling the HAZ faster and trapping diffusible hydrogen at crack-susceptible grain boundaries. Table 5.11 raises the minimum preheat at this threshold to slow the cooling rate and give hydrogen more time to diffuse out of the weld zone.

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