clause5.io/ Welding/ ASME IX vs D1.1

Scope: What Each Code Covers

ASME Section IX is the welding, brazing, and fusing qualification standard within the ASME Boiler and Pressure Vessel Code. It does not stand alone — it is referenced by construction codes including ASME Section VIII (pressure vessels), Section I (power boilers), ASME B31.1 (power piping), and ASME B31.3 (process piping). ASME IX defines the rules for qualifying welding procedures and welders but does not specify which materials, joint designs, or inspection methods to use — those come from the referencing construction code.

AWS D1.1 is a self-contained structural welding code for steel. It covers everything from design (Clause 4), qualification (Clauses 5 and 6), fabrication (Clause 7), and inspection (Clause 8). D1.1 is referenced by AISC 360 (steel buildings), the International Building Code, AASHTO bridge specifications, and numerous project specifications for industrial structures, platforms, and equipment supports.

The most important distinction: ASME IX is a qualification standard (it tells you how to prove a procedure works), while D1.1 is a complete fabrication code (it tells you how to design, qualify, weld, and inspect the entire structure).

Side-by-Side Comparison

API 1104 references on this page are to the 2021 edition; Addendum 1 (published 2026-09-03) is not incorporated.

Base Metal Grouping: P-Numbers vs. Table 5.6 Groups

The base metal classification systems represent the biggest conceptual difference between the two codes.

ASME IX Table QW/QB-422 assigns every ASME-adopted material specification a P-Number based on chemical composition and weldability. Ferrous materials get both a P-Number and a Group Number (e.g., SA-516 Grade 70 is P-Number 1, Group 2). Nonferrous materials get a P-Number only (e.g., SB-168 Alloy 600 is P-Number 43). The system covers over 2,000 specifications in approximately 70 distinct groups spanning carbon steel through zirconium alloys.

D1.1 Table 5.6, “Approved Base Metals for Prequalified WPSs,” lists steels in Groups I through V. The group sets the matching-strength filler metal: any electrode classification listed for a group in Table 5.7 may be used to weld any base metal in that group (Table 5.6, Note 7). Group I includes A36 up to 3/4 in [20 mm], A53 Grade B, and A500 Grades B and C. Group II includes A36 in all thicknesses, A572 Grades 42 to 55, A588, A913 Grade 50, and A992. Groups III, IV, and V cover higher-strength steels such as A572 Grade 65, A709 Grade HPS70W, and A913 Grade 80. The group is not the preheat lookup key: Table 5.11 sets minimum preheat by category, welding process, and thickness. Its lowest tabulated minimum is 32°F [0°C], and footnote a requires preheating to at least 70°F [20°C] when the base metal is below 32°F [0°C]. The system covers only structural steels — stainless steels, nickel alloys, and other specialty materials are outside D1.1’s scope.

Approximate Group Mapping

There is rough but imprecise correspondence between the two systems:

This mapping is approximate and informational only. Always verify against the specific edition of each code. D1.1 Table 5.6 and ASME IX QW/QB-422 are independently maintained and do not reference each other.

WPS Qualification: The Prequalified Advantage

CSA W59-18 (3.1.3.1) and AS/NZS 1554.1:2014 (1.7.2) also have prequalified paths: procedures that conform to their prescriptive rules are deemed prequalified. ASME IX has no prequalified WPS path. Under D1.1, if all of the following conditions are met, the fabricator writes the WPS and begins welding — no test coupons, no destructive testing, no PQR:

• Process is SMAW, SAW, GMAW (except short-circuit transfer), or FCAW
• Base metal is listed in D1.1 Table 5.6
• Joint detail matches a prequalified joint from Figures 5.1, 5.2, or 5.3
• All 21 essential variables from Table 5.5 are documented and within limits
• Filler metal matches Table 5.7 requirements

This is enormously efficient for structural steel fabricators. A shop welding A36 and A992 with E7018 on standard groove and fillet joints can write and use WPSs immediately without any testing cost.

ASME IX has no prequalified path. QG-101 requires each procedure specification to be qualified by the organization that uses it, or to be a standard procedure specification acceptable under the applicable Part. For welding, that means either a WPS supported by the organization’s own PQR documenting actual test results, or a Standard Welding Procedure Specification (SWPS) listed in Mandatory Appendix E and adopted under QW-510, which requires the organization to weld and test one groove weld coupon rather than qualify a new PQR. Once an SWPS has been demonstrated, similar SWPSs may be used without further demonstration within the limits of QW-520. SWPSs are not permitted where the Construction Code requires toughness testing of the WPS (QW-500).

Essential Variables: Different Philosophies

Both codes define essential variables — parameters that, if changed beyond the qualified range, require requalification. But they organize and scope them differently.

D1.1 takes a prescriptive approach. Table 5.5 lists exactly 21 essential variables for prequalified WPSs. If any variable changes beyond its permitted tolerance, a new or revised WPS is required. For qualified WPSs, Table 6.6 lists the essential variables that require a new PQR.

ASME IX takes a process-specific approach. Each welding process has its own essential variable table (QW-253 for SMAW, QW-254 for SAW, QW-255 for GMAW and FCAW, etc.). Variables are classified as essential (change requires new PQR), supplementary essential (essential only when impact testing is required), and nonessential (can be changed without requalification). This three-tier classification gives ASME IX more nuance — a variable that matters for impact-tested pressure vessels may not matter for non-impact-tested service.

For example, a change in P-Number is an essential variable in the ASME IX process tables (QW-403.11 in QW-253, QW-254, and QW-255). D1.1 has no P-Numbers: a prequalified WPS lists the base metal group number(s) from Table 5.6 and the preheat category(s) from Table 5.11 (Table 5.5, variables 3 and 4).

Welder Qualification: Similar Goals, Different Rules

Both codes require welders to prove their skill through performance qualification tests, and both allow position-based qualification range extensions (e.g., qualifying in 6G qualifies for all positions).

D1.1 Clause 6 requires welders to produce test coupons that are evaluated by bend testing, radiography, or macro examination depending on the joint type. Welder qualification is specific to the D1.1 base metal group and welding process. Table 6.11 defines which positions are qualified by each test position.

ASME IX QW-300 qualifies welders through similar testing (bend tests or radiography of test coupons). The qualification range is based on P-Number assignments — a welder qualified on P-Number 1 material is qualified for P-Number 1 materials regardless of the specific steel grade.

Both codes require continuity maintenance: a welder’s qualification lapses after 6 months without welding with the qualified process. D1.1 Clause 6.2.3.1 and ASME IX QW-322 are nearly identical in this requirement.

When Both Codes Apply

Many industrial projects involve both structural steel and pressure equipment. Common crossover scenarios include:

Pipe supports and structural connections. The structural members supporting a pressure piping system typically fall under D1.1, while the piping itself falls under ASME B31.3 (which references ASME IX). The attachment weld between the pipe support and the pipe must be addressed — some engineers require ASME IX qualification for the attachment, others accept D1.1 qualification. The contract documents should specify which code governs each connection.

Vessel support skirts and saddles. The pressure vessel is built under ASME Section VIII (referencing ASME IX for welding). The structural skirt or saddle supporting the vessel may be fabricated under D1.1 or under the same ASME code depending on the engineering specification. The transition zone where the vessel meets its support requires careful attention to which code governs.

Platform structures with attached equipment. An offshore platform structure is typically built under D1.1 (or AWS D1.8 for seismic applications), while equipment mounted on the platform is built under various ASME codes. The fabricator may need both D1.1 and ASME IX welding programs.

Tank farms and storage facilities. Atmospheric storage tanks fall under API 650, which requires WPSs and supporting PQRs as required by ASME Section IX plus its own additional provisions (API 650 9.2.1.1). Pressurized storage vessels fall under ASME Section VIII (referencing ASME IX). The structural foundations and pipe racks connecting everything fall under D1.1. A single facility can require welders qualified under more than one code. The welder qualification records must clearly identify which code each qualification covers.

Practical tip for dual-code shops. Many fabricators maintain separate WPS programs for D1.1 and ASME IX work. The most efficient approach is to qualify procedures under the more restrictive code (ASME IX, which has no prequalified path) and then verify that those procedures also satisfy D1.1 prequalification rules. This avoids duplicate paperwork while ensuring compliance with both codes. However, the D1.1 WPS must still be a separate written document that references Table 5.5 variables — simply stamping "also D1.1 compliant" on an ASME IX WPS is not sufficient.

Both ASME IX and D1.1 require a written WPS before production welding begins, but the essential variables and qualification rules differ significantly between the two codes.

Key Takeaways

• Prequalified paths: D1.1 lets a WPS that meets Clause 5 be used without qualification testing, and CSA W59 and AS/NZS 1554.1 also have prequalified paths. ASME IX has none: each WPS is qualified by the organization with a PQR, or an SWPS is adopted after one demonstration coupon (QW-510), unless a similar SWPS was already demonstrated (QW-520).
• P-Numbers are more granular: ASME IX classifies over 2,000 material specifications into ~70 groups. D1.1 Table 5.6 places its approved steels in five groups (I through V) for filler metal matching. There is overlap but no direct one-to-one mapping.
• Both require welder qualification: 6-month continuity rules are nearly identical in both codes. The difference is in what the qualification covers — D1.1 ties to base metal groups, ASME IX ties to P-Numbers.
• The governing code is determined by construction type, not by the material or process. The same steel plate follows different rules depending on whether it becomes a building column (D1.1) or a pressure vessel shell (ASME IX).

"The governing code is determined by the type of construction, not by the material or the welding process. A Grade 50 steel plate welded into a pressure vessel falls under ASME IX. The same plate welded into a building column falls under D1.1."

D1.1:2025 1.1 Scope covers fabricating and erecting welded steel structures; ASME IX QG-100 covers qualification for construction under the ASME Boiler and Pressure Vessel Code, the ASME B31 piping codes, and other codes that reference Section IX

A common cross-code question is whether an ASME IX-qualified welder can weld on D1.1 work. D1.1 6.2.2.1 accepts properly documented previous performance qualification tests with the approval of the Engineer, and makes the acceptability of performance qualification to other standards the Engineer’s responsibility. Without that acceptance, the welder qualifies by the D1.1 Clause 6, Part C tests (6.2.2).

— AWS D1.1/D1.1M:2025, 6.2.2 and 6.2.2.1

Reference data from ASME BPVC IX:2025 and AWS D1.1/D1.1M:2025. Not affiliated with ASME or AWS.