AWS D1.1:2025 · Table 5.11 · Category B

A709 HPS50W Preheat for SMAW (low-hydrogen) — 1-1/2" to 2-1/2"

Minimum preheat and interpass temperature for A709 HPS50W welded with SMAW (low-hydrogen) at 1-1/2" to 2-1/2" thickness, per AWS D1.1:2025 Table 5.11.

Built on AWS D1.1:2025 Table 5.11 — every value traced to the clause.

Minimum Preheat & Interpass Temperature
150°F / 65°C
Category B Low-hydrogen SMAW, SAW, GMAW, or FCAW process
AWS D1.1:2025 Table 5.11, §5.7
Reference tool. Verify against project-applicable edition and Engineer-approved WPS.

Have a preheat question? Ask Flux

SMAW (Low-Hydrogen)

Low-hydrogen SMAW (E7018/E7016) uses basic-coated electrodes requiring rod oven storage, assigned to Category B in Table 5.11.

E7018 is the default electrode for structural fillet and groove welds on common building steels. Rod ovens should hold at a minimum of 250°F per D1.1 Clause 7.3.2.1; exposure time out of the oven is limited to 4 hours maximum per Table 7.1. For overhead position, use 3/32" diameter rods to control puddle size. Vertical-up stringer beads provide the best fusion on thicker members.

Why SMAW (low-hydrogen) for A709 HPS50W at 1-1/2" to 2-1/2"

Why SMAW (low-hydrogen) for A709 HPS50W at 1-1/2" to 2-1/2"? SMAW (low-hydrogen) delivers 3-5 lb/hr deposition — compared to SAW at 15-40 lb/hr. Position capability: all positions. Suitability: field and shop.

Filler Metal for SMAW-LH

Electrode: E7018 (AWS A5.1) — the universal low-hydrogen structural rod. Diameter: 1/8" (general/out-of-position), 5/32" (production), 3/16" (heavy plate flat only). Storage: 250°F rod oven minimum per D1.1 §7.3.2.1. Exposure limit: 4 hours out of oven per Table 7.1, then re-bake at 500-800°F for minimum 2 hours per §7.3.2.4 (A5.1 classification).

Typical values for reference — always verify against your approved WPS and electrode manufacturer data.

A709 HPS50W

ASTM A709 HPS50W is a high-performance weathering steel (50 ksi yield, 70 ksi minimum tensile) developed specifically for unpainted bridge construction. The HPS designation indicates enhanced weldability through lower carbon (0.11% max), controlled sulfur (0.006% max with calcium treatment), and copper-nickel-chromium alloying for atmospheric corrosion resistance. These chemistry controls reduce the CE-IIW to approximately 0.38-0.42, well below conventional weathering steels. It falls under Category B in Table 5.11. The FHWA-funded development program that created HPS grades (starting in the 1990s) aimed to eliminate the weldability problems, lamellar tearing, and inconsistent toughness that plagued earlier weathering steel bridge designs. HPS50W has largely replaced conventional A709 Gr.50W in new unpainted bridge designs.

Why This Preheat for A709 HPS50W with SMAW-LH

High-performance weathering bridge steel with enhanced weldability at 50 ksi. This steel is prequalified only with low-hydrogen processes under Table 5.11. With SMAW-LH, E7018 low-hydrogen electrodes produce typically 4-8 mL/100g diffusible hydrogen under proper rod oven conditions. The 150°F minimum preheat balances the steel’s strength level and carbon equivalent against the hydrogen control provided by SMAW-LH. Non-low-hydrogen SMAW is not an option for this grade under D1.1 prequalified WPS.

Typical Applications for A709 HPS50W

Deployed in unpainted bridge plate girders across humid or coastal environments, curved girders on interchange ramps, signature pedestrian bridges in architectural applications, and rural highway bridges where lifecycle paint costs exceed the HPS premium. The enhanced weldability of HPS50W reduces fabrication risk at flange splices and allows wider groove angles with reduced risk of lamellar tearing in thick flange plates through controlled sulfur and inclusion shape control via calcium treatment. The chemistry control (0.11% max carbon, controlled sulfur at 0.006% max) differentiates HPS from conventional weathering grades. Material cost premium over standard A709 Gr.50W is typically 15-25% per ton but eliminates lifetime repainting cycles estimated at $15-25 per square foot every 20-25 years. The lower CE-IIW of HPS50W compared to conventional weathering grades means it welds with less preheat sensitivity, reducing reject rates on thick flange CJP splices during cold-weather bridge fabrication.

Why Preheat Matters at 1-1/2" to 2-1/2"

Heavy plate with significant restraint and thermal mass — preheat is critical to maintain slow cooling for hydrogen escape.

Other Steels with SMAW (low-hydrogen) at 1-1/2" to 2-1/2"

SteelCategoryPreheat
A36B150°F (65°C)
A633 Gr.EC225°F (110°C)
A709 HPS70WC225°F (110°C)
A710 Gr.AC225°F (110°C)

A709 HPS50W with SMAW (low-hydrogen)

Try Different Combinations

Use the interactive preheat calculator to look up any steel, process, and thickness combination from D1.1:2025 Table 5.11.

What is the minimum preheat for A709 HPS50W with SMAW-LH at 1-1/2" to 2-1/2"?
When welding A709 HPS50W at 1-1/2" to 2-1/2" using SMAW-LH, the minimum preheat temperature is 150°F (65°C) per AWS D1.1:2025 Table 5.11, Category B. SMAW-LH places this combination in Category B. This is also the minimum interpass temperature — the joint must not cool below 150°F between passes.
What Table 5.11 category applies to A709 HPS50W with SMAW-LH?
When using SMAW-LH on A709 HPS50W, the combination falls under Category B in AWS D1.1:2025 Table 5.11. Low-hydrogen SMAW, SAW, GMAW, or FCAW process. At 1-1/2" to 2-1/2" thickness, Category B with SMAW-LH requires a minimum preheat of 150°F (65°C).
Why is preheat 150°F for A709 HPS50W at 1-1/2" to 2-1/2"?
The 150°F preheat for A709 HPS50W at 1-1/2" to 2-1/2" when using SMAW-LH reflects the combination of the steel's hardenability and the increased restraint at this thickness. SMAW-LH delivers controlled hydrogen levels, but at this thickness the preheat must slow the cooling rate in the heat-affected zone, giving diffusible hydrogen more time to escape before the steel transforms to a crack-susceptible microstructure.
What happens if I skip preheat on thick plate?
Without adequate preheat on material in the 1-1/2” to 2-1/2” range, the weld HAZ cools rapidly, trapping diffusible hydrogen in a hardened microstructure. This creates conditions for hydrogen-induced cracking (also called cold cracking or delayed cracking), which may not appear until hours or days after welding. Table 5.11 preheat minimums are set to prevent this failure mode.

D1.1:2025 reference data. Not affiliated with AWS.