Modular construction — where structural assemblies are fabricated off-site, transported, and connected in the field — concentrates most welding in the shop environment, where quality control is easier to manage. But when multiple fabricators are involved, or when the field connection welds are structurally critical, WPS management across the program becomes the CWI's primary administrative challenge.
The Multi-Fabricator Problem
A typical modular structural project might involve a primary steel fabricator building the main frames, a secondary shop doing stair towers and mezzanines, and field crews making the module-to-module connections. Each of these parties is welding to AWS D1.1, but their WPS libraries, PQR records, and welder qualifications are separate and independent.
AWS D1.1 assigns qualification responsibility to the organization performing the welds. There is no provision for one fabricator's PQR to cover another fabricator's production welding unless both organizations are party to the same qualification test and sign off on the same PQR document. In practice, this means the general contractor must:
- Require WPS submittals from each fabricator before production welding begins.
- Verify that each WPS covers the joint types, base metals, processes, and thickness ranges in that fabricator's scope.
- Retain copies of each PQR (or confirmation of prequalified status) for the project quality file.
- Confirm that each fabricator has a qualified CWI or inspection plan in place for their own work.
The GC's quality manager should maintain a WPS coverage matrix: columns for each joint type in the project, rows for each fabricator, with cells showing the WPS number that covers each combination. Any gaps are found during submittal review, not during production.
AISC Fabricator Certification in Modular Programs
AISC fabricator certification (Standard, Sophisticated Paint, or other categories) applies at the shop level. A shop certified for AISC Category CPF (Complex painted) has demonstrated the QC capability for that certification level — but only for work performed in that certified facility.
For modular projects subject to AISC 303 or project-specified AISC certification requirements:
- Each fabricator performing structural steel work must hold the applicable AISC certification for their scope. A non-certified sub-fabricator handling secondary structural members on a project that requires AISC-certified fabrication is a nonconformance.
- The field crew performing module-to-module connection welds may not be a certified steel erector. Verify whether the project specification includes AISC erector certification requirements (AISC Category E) for the field connection team.
When verifying AISC certifications, check the AISC online registry for current status — certifications lapse if annual audits are not completed.
WPS for Shop vs. Field Work: Different Challenges
Shop welding in modular construction benefits from consistent positioning (often positioner-assisted), controlled temperature and humidity, and immediate NDE access. Field connections sacrifice most of these advantages.
A common mistake is writing the field connection WPS to match the shop procedure: same wire diameter, same current range, same position. A shop FCAW-G procedure at 200+ amps in the flat/horizontal position cannot be directly transferred to a field crew welding overhead in tight quarters between set modules.
Your field connection WPS should independently qualify for:
- All positions required — if the field connection groove weld will be made in 3G (vertical) or 4G (overhead) positions, the PQR must include those positions. A PQR tested only in 1G (flat) qualifies flat and horizontal only under AWS D1.1 qualification rules.
- The actual process — field crews frequently use SMAW (stick) for connection welds because of its tolerance for wind, position, and lack of wire feed equipment. If the shop WPS is FCAW-G and the field WPS is SMAW, those are separate qualifications.
- The joint geometry as it will actually be fit up — module-to-module connections often have tighter dimensional tolerances than shop-built joints because each module's cumulative dimensional tolerance leaves less room for fit-up adjustment at the connection. Your WPS should note the allowable fit-up tolerances per AWS D1.1 Table 6.1 (prequalified) or the tested range, and the inspection hold points for fit-up verification before welding begins.
Rule library based on AWS D1.1:2025; verify against your governing edition.