M270M HPS345W Preheat — H8, High HI, 40<t≤60 mm: 140°C
Fracture-critical preheat requirement for M270M HPS345W / M270 HPS50W at 40 < t ≤ 60 mm thickness with H8 hydrogen designation, per AASHTO/AWS D1.5:2025, the Bridge Welding Code.
Built on AWS D1.5:2025 — every value traced to the clause.
M270M HPS345W / M270 HPS50W
AASHTO M270M HPS345W (M270 HPS50W) is a high-performance weathering bridge steel with controlled chemistry and inclusion shape control. Developed under FHWA-funded research to eliminate the lamellar tearing and inconsistent toughness problems of earlier weathering steel bridge designs. The lower carbon equivalent compared to conventional Gr.345W reduces cracking sensitivity at flange splices. NFC preheat per Table 6.3 Group 1; FC per Table 12.6 (°C). Table 12.7 (°F) lists Gr.50W and HPS70W only, so D1.5 gives no °F FC value for HPS50W.
Understanding the FC Preheat for M270M HPS345W / M270 HPS50W
M270M HPS345W / M270 HPS50W. For H8 at 40 < t ≤ 60 mm, the selected fracture-critical cell requires 140°C minimum preheat. Check the cell again if the thickness, hydrogen designation, or heat input changes.
Where M270M HPS345W / M270 HPS50W Is Used
Preferred over conventional Gr.345W for new unpainted bridge construction. Flange splice CJP welds benefit from the lower carbon equivalent, reducing reject rates during cold-weather bridge fabrication.
H8 Hydrogen Control for M270M HPS345W / M270 HPS50W
HPS345W (HPS50W) with H8 is common practice where the HPS weldability advantage partially compensates for the higher hydrogen level. The controlled chemistry means HPS345W at H8 often has lower total cracking susceptibility than conventional 345W at H4 — illustrating how base metal chemistry and hydrogen control interact.
Why Preheat Matters at 40 < t ≤ 60 mm
The selected thickness interval is 40 < t ≤ 60 mm. Use its own fracture-critical table row; non-fracture-critical thickness bands do not select this result. Table 12.6 requires a minimum preheat/interpass temperature of 140°C for this combination. Apply the value for the selected hydrogen designation and heat input.
M270M HPS345W / M270 HPS50W at 40 < t ≤ 60 mm
HPS345W (HPS50W) at 40 < t ≤ 60 mm covers main flange plates on new unpainted highway bridges.
Try Different Combinations
Use the D1.5 Bridge Preheat Calculator to look up any AASHTO M270 steel, hydrogen level, and heat input combination. Also see the D1.1 Preheat Calculator for structural steel.
Related Guides
D1.5:2025 reference data. Not affiliated with AWS or AASHTO.