Submerged arc welding (SAW) is the backbone of heavy structural plate fabrication. Plate girder flange-to-web welds, thick butt splices, and heavy bracket connections all benefit from SAW's high deposition rate, deep penetration, and slag blanket that produces clean, flat weld profiles with minimal spatter. But SAW WPS documentation errors are common — and they appear most often on the essential variable side, not the joint geometry side.
This article walks through building a conforming SAW WPS for ASTM A572 Grade 50 structural steel under AWS D1.1:2025. The same framework applies to other Group I and Group II base metals with process-specific substitutions.
Why SAW WPS documentation differs from SMAW or FCAW
SAW is a machine process. The welding engineer or setup operator sets travel speed, wire feed rate, voltage, and flux depth at the start — then the equipment maintains them throughout the run. That means the WPS must specify tighter ranges than a manual process procedure, and changes to those ranges have clearer requalification triggers.
AWS D1.1 Table 6.6 governs essential variables for all processes including SAW. For SAW specifically, the variables that catch shops off guard are:
- Flux-wire combination classification
- Wire diameter
- Current type and polarity (DC+, DC–, or AC)
- Electrical stickout (electrode extension)
- Number of electrodes (single vs. tandem vs. multi-wire)
- Position outside the qualified range
If any of these change beyond what the supporting PQR tested, you need supplemental or new PQR coverage. The WPS must record the qualified range for each.
Rule library based on AWS D1.1:2025; verify against your governing edition (the AHJ or contract may specify 2020 or earlier).
Base metal group and prequalified eligibility
ASTM A572 Grade 50 falls into AWS D1.1 Group II base metals per Table 6.9. Group II metals are eligible for prequalified WPS under Clause 5, meaning you can write a SAW procedure without a supporting PQR — provided:
- You stay within prequalified joint geometries (Annex B configurations).
- You use a flux-wire combination classified under AWS A5.17 (carbon steel) or A5.23 (low-alloy steel).
- Welding is performed in the flat (1G/1F) or horizontal fillet (2F) position only.
- All preheat and interpass temperature requirements are met.
Most plate girder welds satisfy these restrictions. If your application requires out-of-position SAW or joint geometries outside Annex B, prequalified status is off the table — a PQR is required.
Flux-wire combination selection
The flux-wire combination is treated as a single essential variable: you must use a classified pairing from AWS A5.17 or A5.23. The designation carries the information needed for code compliance:
- F prefix = flux
- Second character (digit) = minimum tensile strength of deposited weld metal in 10 ksi increments. F7 = 70 ksi (480 MPa) minimum.
- Third character = Charpy V-notch toughness designation (A = untested; P = 0°F/–18°C; lower temperature options carry letter designators).
- Electrode suffix = wire classification (EH14, EM12K, etc.)
For A572 Grade 50 — minimum tensile strength 65 ksi (450 MPa) — an F7xx combination provides adequate margin. If the project requires CVN toughness (seismic, cold service, demand-critical welds), select a designation with the appropriate toughness classification. Avoid the A suffix when CVN data is contractually required.
When the flux brand changes mid-project but the A5.17 or A5.23 classification stays the same, AWS D1.1 does not require requalification. If the classification changes — even between flux manufacturers — it is a new essential variable requiring PQR coverage.
Preheat and interpass temperature
Preheat for SAW on A572 Grade 50 follows AWS D1.1:2025 Table 3.2. The schedule for Grade 50 by plate thickness is:
- Up to 3/4 in (19 mm): No minimum (32°F ambient minimum implied)
- Over 3/4 in to 1-1/2 in (19–38 mm): 50°F (10°C) minimum
- Over 1-1/2 in to 2-1/2 in (38–64 mm): 150°F (65°C) minimum
- Over 2-1/2 in (64 mm): 225°F (107°C) minimum
These are floor values. When the plate's carbon equivalent (CE) runs toward the upper end of A572 Grade 50's allowable range, adding 50°F above the table minimum on critical CJP welds is a sound practice. Heat certification (CMTR) review before welding allows you to calculate CE and confirm whether the standard preheat is sufficient for the heat in hand. See mill certificate review for WPS base metal verification for the CE calculation procedure.
Interpass temperature for standard A572 Grade 50 structural applications has no mandatory upper limit in Table 3.2, but keeping interpass below 550°F (290°C) protects heat-affected zone (HAZ) toughness. Record the interpass maximum on the WPS — inspectors log it.
Essential variable grid for SAW WPS documentation
Your WPS must record the qualified range for every applicable row in Table 6.6. For SAW on A572 Grade 50, the high-priority rows:
| Table 6.6 Row | Parameter | Requalification Trigger |
|---|---|---|
| 1 | Base metal group change | Change in group |
| 4 | Filler metal classification | Change in A5.17/A5.23 designation |
| 8 | New –G designator on electrode | When impact testing required |
| 9 | Electrode count change | Single to tandem or reverse |
| 14 | Wire diameter | Any change |
| 16 | Current type or polarity | DC+ to DC– to AC |
| 20 | Position | Outside qualified position |
| 22 | Preheat decrease | More than 50°F (28°C) |
| 28 | PWHT added or removed | Either direction |
Row 14 (wire diameter) is the variable that triggers the most unplanned requalifications. A shop that PQR-tests with 5/32 in wire and later switches to 3/16 in wire for higher deposition has crossed an essential variable line. The standard fix is to run two PQRs — one per wire diameter — and write a single WPS listing both qualified diameters so production has flexibility.
Electrical stickout (electrode extension)
Electrical stickout is the distance from the contact tube tip to the arc. Increasing stickout raises resistive heating in the wire, which affects penetration and deposition rate even if voltage and current settings stay the same. AWS D1.1 treats stickout as an essential variable for SAW.
Most production SAW procedures run stickout in the 1 to 1.5 in (25–38 mm) range. Your WPS must state the qualified range; deviating beyond it without PQR coverage is a nonconformance that a CWI can cite during production inspection. Verify stickout at the start of each production run and record it in the welding parameter log. For what parameter logs must contain, see production welding parameter logging under AWS D1.1.
Travel speed and heat input
Travel speed indirectly governs heat input and directly affects bead width, penetration, and inter-run tie-in. AWS D1.1 allows a ±10% variation from the qualified travel speed value before the change becomes significant enough to challenge the PQR's coverage of heat input. If production operators need wider latitude, qualify at the extremes of the intended speed range during the PQR.
Calculating arc energy as (amps × volts × 60) ÷ (travel speed in in/min) gives heat input in joules per inch. Recording the heat input range on the WPS provides a clear reference for both setup and inspection. See arc energy and heat input calculation under AWS D1.1 for the formula and worked examples.
Flux management in production
SAW is a machine process, which supports consistency — but flux handling is where most SAW nonconformances originate:
Moisture control. Flux absorbs ambient moisture after a bag is opened. Moisture in the flux can introduce hydrogen and cause porosity or hydrogen-assisted cracking, particularly on thicker A572 plate with higher CE. Use flux within the manufacturer's recommended shelf life after opening, and maintain a rebaking log for flux reclaimed from previous runs. For the full protocol, see SAW flux handling and moisture control.
Flux depth. Too shallow a flux cover allows visible arcing through the layer, creating surface irregularity and spattering that undermines the clean SAW profile. Too deep restricts bead shape and makes start/stop management difficult. Specify the nominal flux depth range on the WPS or in the supporting work instruction.
Runoff tabs. AWS D1.1 requires removal of runoff tabs after welding for most structural applications. Include this requirement on the WPS and confirm it on the weld map so inspectors know to check.
Pre-production documentation checklist
Before releasing a SAW WPS on A572 Grade 50 to production, verify:
- Base metal confirmed as A572 Grade 50 from CMTR; CE reviewed
- Flux-wire combination classification listed and from an approved supplier lot
- Preheat method (induction blanket, torch, radiant heater) and measurement method (contact pyrometer, temp sticks) both specified
- Interpass maximum recorded with measurement method
- Wire diameter, polarity, and stickout range listed on WPS
- Position limited to flat/horizontal unless PQR covers out-of-position work
- CVN requirements (if any) reflected in flux-wire designation and confirmed via supplier's certificate of conformance
- Travel speed range and corresponding heat input range documented
Shops managing multiple SAW procedures — different wire sizes, different positions, different CVN tiers — benefit from software that tracks PQR coverage against each WPS parameter combination. The WPS software options for structural fab shops page covers available tools.
A properly documented SAW WPS for A572 Grade 50 is straightforward once you know which Table 6.6 rows apply to the submerged arc process. The essential variable discipline that makes SAW procedures reliable is the same discipline that keeps third-party audits clean — the documentation you build before the first arc stays with the project through final inspection and record retention.