9.2 Clause 5 — Prequalification Requirements
Key Takeaways
- Prequalification (Clause 5) lets a WPS skip PQR testing only when ALL six conditions are met
- Prequalified processes are SMAW, SAW, GMAW (no short-circuit on CJP grooves), and FCAW; GTAW is never prequalified
- Base metal (Table 5.3), matching filler (Table 5.4), joint detail (Figs 5.1/5.2), and preheat (Table 5.8) must all be satisfied
- Preheat is a three-input lookup: steel category, thickest part at the joint, and process/hydrogen level
- Any joint fit-up outside the figure's tolerances voids prequalification — a PQR is then required
- Common steels: A36, A572 Gr 50, A992, A500, A588/A709
The Prequalification Concept
Clause 5 lets a fabricator use a Welding Procedure Specification (WPS) without qualifying it by destructive test (no Procedure Qualification Record, PQR) — provided the procedure stays inside a tightly bounded envelope the code has already proven. This is unique to D1.1 and saves enormous time and cost, which is why Part C tests it heavily. The classic question form is: "Given these conditions, is this WPS prequalified, or does it require a PQR?"
A WPS is prequalified only if EVERY one of the following is satisfied:
- Process is one of the four prequalified processes — SMAW, SAW, GMAW, FCAW. (GMAW short-circuiting transfer is not prequalified for CJP groove welds.) GTAW is never prequalified and always needs a PQR.
- Base metal is listed in the prequalified base-metal table (historically Table 5.3, renumbered in current editions — tab it regardless of number).
- Filler metal matches the base metal per the matching-filler table (Table 5.4) and meets the correct AWS A5.x classification and strength group.
- Joint detail matches a prequalified configuration in Figure 5.1 (CJP) or Figure 5.2 (PJP) within all listed tolerances.
- Minimum preheat and interpass temperature meets the prequalified preheat table (Table 5.8).
- All other Clause 5 limits are met — welding positions, electrode/flux conditions, technique, and essential-variable ranges.
If any single condition fails, the procedure is not prequalified and must be qualified by test per Clause 6.
Reading the Prequalified Base-Metal and Filler Tables
The base-metal table organizes steels by ASTM specification, grade, steel group, and a preheat category (A, B, C, D...) that you carry forward into the preheat table. The matching-filler table then pairs that steel group with acceptable filler classifications.
| Common steel | Typical use | Spec'd min yield |
|---|---|---|
| A36 | General structural plate/shapes | 36 ksi [250 MPa] |
| A572 Gr 50 | HSLA plate and shapes | 50 ksi [345 MPa] |
| A992 | Standard W-shape (wide-flange) | 50 ksi [345 MPa] |
| A500 Gr B/C | HSS round/rectangular tubing | 42–50 ksi |
| A588 / A709 | Weathering / bridge steel | 50 ksi [345 MPa] |
Cross-Referencing Preheat (Table 5.8)
Minimum preheat and interpass temperature is a three-input lookup — a favorite cross-reference question:
- Steel category (from the base-metal table),
- Thickness of the thickest part at the point of welding, and
- Process / hydrogen level (low-hydrogen vs non-low-hydrogen filler).
The table returns a minimum temperature (for example, thicker low-hydrogen welds may require 150°F or 225°F [65°C or 110°C]). The trap: candidates pick thickness of the thinner part. The code uses the thickest part at the joint.
Reading a Prequalified Joint Detail
Each Figure 5.1/5.2 entry carries a joint designation (for example, B-U2 or TC-U4b) and specifies the groove type (square, V, bevel, U, J), groove angle, root opening, root face, permitted positions, allowed processes, backing (with/without, backgouge), and thickness range. If the actual fit-up falls outside any listed tolerance, prequalification is void.
| Joint element | Why it matters |
|---|---|
| Groove angle | Too small starves access/fusion; outside range voids prequal |
| Root opening | Controls penetration and backing need |
| Root face | Affects burn-through and root fusion |
| Backing / backgouge | Distinguishes CJP from PJP and sets process limits |
Prequalification Is Not Welder or Inspection Relief
A frequent conceptual trap: prequalification only exempts the WPS from procedure qualification (PQR). It does not waive welder/operator qualification (still required per Clause 6), and it does not reduce inspection or acceptance criteria (Clause 8 applies in full). A prequalified joint welded by an unqualified welder is still non-conforming, and a prequalified weld with a crack is still rejected. Keep the three concepts separate: procedure (Clause 5/6), personnel (Clause 6), and product acceptance (Clause 8).
Filler-Metal and Hydrogen Subtleties
The matching-filler table pairs a steel group with an electrode strength level and AWS A5.x classification (for example, E70xx SMAW electrodes for many 50 ksi steels). Two traps recur:
| Trap | Correct reading |
|---|---|
| Picking a non-matching strength | Filler must match (or per design, undermatch only where the code/Engineer allows) |
| Ignoring low-hydrogen requirement | Many steels/thicknesses require low-hydrogen electrodes (e.g., E7018, not E6010) for prequalified preheat |
| Electrode condition | Low-hydrogen electrodes have storage/redry limits; a damp electrode invalidates the low-hydrogen basis |
Essential Variables Still Bound the WPS
Even a prequalified WPS must stay inside Clause 5's essential-variable ranges — amperage, voltage, travel speed, electrode diameter, and position limits. If production drifts outside the WPS, the weld is non-conforming even though the procedure was prequalified. On Part C, a scenario that changes the welding position to one not permitted by the joint detail, or swaps to short-circuit GMAW on a CJP groove, breaks prequalification just as surely as an unlisted base metal.
Quick Prequalification Checklist
When the stem asks "prequalified — yes or no?", run this in order and stop at the first failure:
- Process one of SMAW / SAW / GMAW (not short-circuit on CJP) / FCAW?
- Base metal in the prequalified table?
- Filler matched and correct A5.x / hydrogen level?
- Joint detail matches a Figure 5.1/5.2 entry within all tolerances?
- Preheat/interpass meets Table 5.8 for the thickest part?
- Position, technique, and essential variables within Clause 5 limits?
For the Exam: When asked "is it prequalified?", walk the six conditions like a checklist. The most common reason the answer is "no, requires PQR" is a non-prequalified process (GTAW) or a joint detail outside the figure's tolerance.
A shop wants to use a GTAW WPS on A572 Gr 50 with a prequalified V-groove detail, matching filler, and correct preheat. Is the WPS prequalified under AWS D1.1?
When entering the AWS D1.1 minimum-preheat table for a tee joint between a 1/2 in web and a 1-1/2 in flange, which thickness governs?
An actual groove joint is prepared with a root opening 1/16 in wider than the maximum tolerance shown in the prequalified joint detail (Figure 5.1). What is the consequence?