ASME B31.3 Section 321 / MSS SP-58

ASME B31.1 Section 137 / EJMA Standards

Expansion joints must be restrained or isolated during hydrostatic testing. Test pressure can cause unrestrained bellows to over-extend, permanently damaging the joint.

ASME B31.1 Section 137.4

This is a proper hydrostatic test per ASME B31.1. The test pressure of 1.5 times design pressure (150 × 1.5 = 225 PSI) is correct. The 10-minute hold with visual inspection of all joints meets the minimum requirements. The system passes inspection.

ASME B31.3 / AWS D18.1 — Stainless Steel Welding

Sugaring (granular oxidation on the root side) indicates insufficient argon purge gas during welding. The weld root must be shielded with inert gas to prevent oxidation on high-purity stainless steel systems. A sugared weld is structurally compromised and a contamination source.

ASME B31.3 Section 328.5.2 / Section 304.3.3 / Table 341.3.2

Socket-weld construction is poor practice on a 4-inch process line. ASME B31.3 restricts socket welds in the larger sizes: under severe cyclic conditions they are generally limited to NPS 2 and smaller (Table 341.3.2), and socket-welded branch connections are limited to NPS 2 and not more than one-quarter of the header size per Section 304.3.3. Although ASME B16.11 socket-weld fittings are made through NPS 4, butt-weld fittings should be used on 4-inch and larger hazardous-fluid piping to provide full-penetration joints with better strength and radiographic inspectability.

ASME B31.3 Section 341.3.2 / AWS D18.1

Undercut exceeding 1/32 inch (0.8 mm) is a rejectable defect per ASME B31.3 and AWS D18.1. On high-purity systems, undercut creates crevices where contaminants accumulate and bacteria can harbor, compromising system purity.

ASME B31.3 Section 345.4.2

This passes ASME B31.3 requirements. Section 345.4.2 requires the hydrostatic test pressure to be at least 1.5 times the design pressure, corrected for the ratio of allowable stress at test temperature to allowable stress at design temperature. At ambient temperature (approximately 70°F), the allowable stress for most materials is equal to or greater than at 400°F, so the 1.5x multiplier applied to the design pressure of 150 psig gives 225 psig — the minimum acceptable test pressure. The 10-minute hold and subsequent visual inspection at design pressure satisfy the code examination requirements.