AASHTO/AWS D1.5:2025 · Table 12.6/12.7 · Fracture-Critical · H8

M270M HPS485W Preheat — H8, High HI, 20–40 mm: 175°F

Fracture-critical preheat requirement for M270M HPS485W / M270 HPS70W at 20–40 mm (3/4–1½ in) thickness with H8 hydrogen designation, per AASHTO/AWS D1.5:2025, the Bridge Welding Code.

Fracture-Critical Minimum Preheat & Interpass
175°F / 80°C
H8 hydrogen · > 2.8 kJ/mm heat input · 20–40 mm (3/4–1½ in) thickness
AASHTO/AWS D1.5M/D1.5:2025 Table 12.6/12.7
H8 designation: consumable deposits ≤ 8 mL/100g diffusible hydrogen per AWS A4.3. Lower hydrogen = lower preheat requirement.
Reference tool. Verify against project-applicable edition and Engineer-approved WPS.

M270M HPS485W / M270 HPS70W

AASHTO M270M HPS485W (M270 HPS70W) is a high-performance weathering steel with 485 MPa (70 ksi) yield, used in long-span bridge girder flanges and heavily loaded members where weight reduction is critical. Produced as quenched-and-tempered plate up to 100 mm (4 in) thick. The high strength level places it in NFC Group 2 (Table 6.3) with higher minimum preheat than Group 1. FC preheat follows Tables 12.6/12.7 alongside the 345W grades but at higher temperatures reflecting the increased hardenability. Maximum interpass per Table 6.4 is 230°C (450°F) to protect the Q&T microstructure.

Understanding the FC Preheat for M270M HPS485W / M270 HPS70W

High-performance 485 MPa (70 ksi) weathering bridge steel. Under D1.5 fracture-critical requirements (Clause 12), the combination of H8 hydrogen designation and this heat input band requires 175°F minimum preheat at 20–40 mm (3/4–1½ in). Lower hydrogen levels (H4 < H8 < H16) allow lower preheat because less hydrogen enters the weld deposit. Similarly, higher heat input reduces preheat requirements because slower cooling rates give hydrogen more time to diffuse out.

Where M270M HPS485W / M270 HPS70W Is Used

Used in long-span bridge main girder flanges, cable-stayed bridge edge girders, and heavily loaded interchange ramp girders where weight reduction is critical. Enables 20–30% weight savings versus Gr.345 designs, allowing shallower girder sections that reduce embankment costs. Flange thickness often exceeds 50 mm (2 in), making preheat and interpass control critical at every CJP splice. Fabricators must use dual-readout temperature monitoring to ensure joints stay within the qualified range between minimum preheat and maximum interpass.

H8 Hydrogen Control for M270M HPS485W / M270 HPS70W

HPS485W (HPS70W) at H8 represents a moderate preheat specification used when H4 consumables are not available in the required wire diameter or flux combination. For SAW on long girder flange welds, H8 wire-flux combinations are more readily available than H4 alternatives.

Why Preheat Matters at 20–40 mm (3/4–1½ in)

Material from 20 to 40 mm (3/4 to 1-1/2 in) includes many girder web plates, splice plates, and bearing stiffener plates. Preheat increases to 20°C (70°F) for Group 1 and 50°C (125°F) for Group 2 under Table 6.3. The thicker section slows hydrogen diffusion, requiring higher preheat to maintain safe cooling rates.

M270M HPS485W / M270 HPS70W at 20–40 mm (3/4–1½ in)

At 20–40 mm, HPS485W (HPS70W) serves as the primary flange material for long-span bridge girders where weight reduction is the design driver. The 70 ksi yield enables 20–30% thinner flanges versus Gr.345 designs, reducing dead load and allowing shallower girder depths that save embankment costs. CJP flange splices at this thickness require precise heat input control to stay within the FC table parameters.

Other Bridge Steels at H8 > 2.8 kJ/mm · 20–40 mm (3/4–1½ in)

SteelTablePreheat
M270M Gr.250 / M270 Gr.36A125°F (50°C)
M270M Gr.345 / M270 Gr.50A125°F (50°C)
M270M Gr.345S / M270 Gr.50SA125°F (50°C)
M270M Gr.345W / M270 Gr.50WB175°F (80°C)

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.

What is the FC preheat for M270M HPS485W / M270 HPS70W with H8 at 20–40 mm (3/4–1½ in)?

For fracture-critical M270M HPS485W / M270 HPS70W welded with H8-designated consumables at 20–40 mm (3/4–1½ in) thickness and > 2.8 kJ/mm heat input, the minimum preheat is 175°F (80°C) per D1.5 Table 12.6/12.7.

What is the difference between FC and NFC preheat for M270M HPS485W / M270 HPS70W?

Non-fracture-critical (Table 6.3) preheat is a simple thickness-based lookup. Fracture-critical (Tables 12.4–12.8) adds hydrogen level and heat input as variables, typically requiring higher preheat. For FC members, the hydrogen designator on the consumable classification directly determines the minimum preheat.

How does heat input affect preheat for FC M270M HPS485W / M270 HPS70W?

Higher heat input means slower cooling rates, giving hydrogen more time to diffuse out of the weld zone. At > 2.8 kJ/mm, the 175°F preheat balances the hydrogen level and cooling rate. Moving to a higher heat input band would typically reduce the required preheat for the same hydrogen level and thickness.

Why does Group 2 need higher preheat than Group 1 at this thickness?

Group 2 steels (HPS485W, HPS690W) have higher hardenability from their increased alloy content, forming harder microstructures on cooling. The 50°C (125°F) minimum versus Group 1’s 20°C (70°F) compensates for the greater cracking susceptibility of these higher-strength grades.

D1.5:2025 reference data. Not affiliated with AWS or AASHTO.