Grade 36 Anchor Bolt Forgings
Forged Grade 36 (no color code) anchor bolts, the most commonly specified structural anchorage grade, valued for ductility and weldability across general building foundation applications.
ASTM F1554 Compliant Anchor Bolts — Color-Coded Grade 36, 55 & 105 Yield Strength Standard for Structural Foundation Anchorage
Shivam Forge manufactures forged anchor bolts to ASTM F1554 (Standard Specification for Anchor Bolts, Steel, 36, 55, and 105 ksi Yield Strength) — the US structural standard governing foundation anchor bolt material, color-coded end marking, and supplementary weldability and toughness requirements — complementing our structural anchor bolt component range. Rajkot, India. Call +91-9265772827.
ASTM F1554 governs a fastener category where a specification mix-up carries unusually severe consequences: because anchor bolts of the same diameter and length can be supplied in three grades with vastly different yield strength — Grade 36 (36 ksi minimum yield), Grade 55 (55 ksi), and Grade 105 (105 ksi, nearly three times Grade 36's capacity) — and because these bolts are embedded in concrete where visual inspection after installation is effectively impossible, F1554 mandates a color-coded head or end marking system specifically to prevent the wrong grade being cast into a foundation: Grade 36 bolts carry no color coding (identified by the manufacturer's grade marking alone), Grade 55 bolts are marked with a color-coded band, and Grade 105 bolts are marked with a distinct color code, a deliberately simple visual system designed so that even personnel unfamiliar with the detailed specification can catch an obvious grade mismatch on the construction site before the bolts disappear into concrete. Grade 36 is the most commonly specified grade, valued for its ductility, weldability, and forgiving behavior under the unpredictable loading foundation anchorage sometimes experiences; Grade 55 offers a strength step up while retaining reasonable ductility; and Grade 105 delivers the highest capacity, specified where seismic design, wind turbine tower loading, or space-constrained foundation design demand maximum anchor strength per bolt. F1554 also defines supplementary requirements the specifying engineer can invoke as needed — S1 governs weldability where the anchor bolt will be field- or shop-welded to embedded plates, and S4/S5 impose Charpy V-notch impact toughness testing for applications, such as seismic anchorage, where brittle fracture resistance under dynamic loading is a genuine design concern beyond the base specification's standard requirements.
Forged Grade 36 (no color code) anchor bolts, the most commonly specified structural anchorage grade, valued for ductility and weldability across general building foundation applications.
Forged Grade 55 (color-coded per F1554 marking convention) anchor bolts offering a strength step up from Grade 36 while retaining reasonable ductility for foundations requiring higher anchorage capacity.
Forged Grade 105 (color-coded per F1554 marking convention) high-strength anchor bolts for seismic anchorage, wind turbine tower foundations, and space-constrained designs demanding maximum capacity per bolt.
Forged anchor bolts to F1554 material and grade requirements in L-bolt, J-bolt, and headed straight configurations — see our dedicated structural anchor bolt page for embedded-end geometry options.
Grade-specific color-coded marking applied per ASTM F1554 convention, ensuring anchor bolts are visually and unmistakably identifiable by grade on the construction site before concrete placement, when correction is still possible.
Material and chemistry controlled to F1554 Supplementary Requirement S1 where the anchor bolt is designed to be welded to an embedded base plate or other structural element, ensuring weldability without compromising base metal properties.
Charpy V-notch impact toughness testing to F1554 Supplementary Requirements S4 or S5 where specified, verifying adequate fracture toughness for seismic or other dynamic loading applications where brittle fracture resistance is a genuine design concern.
Full chemical composition and mechanical property certification per EN 10204 3.1, with 3.2 third-party witnessed certification available for structural steel and infrastructure project documentation requirements.
Very few fastener specifications build a mandatory visual identification system directly into the standard, but ASTM F1554 does exactly that, and understanding why reveals something important about the specific risk anchor bolts carry that most other bolted connections don't: once an anchor bolt is cast into concrete, it is essentially unreachable and unverifiable for the life of the structure. A bolted joint on visible structural steel can be inspected, and a mis-specified bolt can be identified and replaced. An anchor bolt embedded in a foundation cannot — if the wrong grade was installed, that mistake is permanently locked into the structure's foundation anchorage, discoverable only through a failure event, which is precisely the outcome the entire specification exists to prevent.
F1554's color-coded marking system responds directly to this risk by making grade identification simple enough that it doesn't depend on careful paperwork review or an engineer's presence on site: a distinctly colored band on the bolt head or a specific colored marking convention lets construction site personnel, including those without detailed familiarity with the specification's tensile and yield requirements, catch an obvious grade mismatch — the wrong-colored bolts showing up in a shipment, or getting mixed into the wrong pile on site — before the concrete pour makes correction impossible. This is a genuinely elegant piece of safety engineering built into a fastener standard: rather than relying purely on documentation control to prevent a potentially serious mix-up, the specification makes the mistake visually obvious at the point where it can still be fixed.
The three grades themselves reflect a deliberate strength progression matched to distinct structural design needs. Grade 36's ductility and forgiving behavior under unpredictable loading make it the default choice for the great majority of general building foundation anchorage, where a genuinely tough, ductile material is often more valuable than maximum raw strength. Grade 105 sits at the opposite end, delivering the highest standard anchor bolt capacity for applications — seismic anchorage in earthquake-prone regions, wind turbine tower base rings subject to sustained cyclic wind loading, or foundations where physical space constrains how many or how large the anchor bolts can be — where maximum yield strength per bolt genuinely drives the foundation design, often paired with the supplementary weldability or CVN toughness requirements the standard makes available for exactly these more demanding applications.
For structural engineers, steel fabricators, and foundation contractors sourcing forged anchor bolts to ASTM F1554, Shivam Forge manufactures Grade 36, 55, and 105 with correct color-code marking and supplementary S1/S4/S5 requirements where specified. Contact our engineering team at +91-9265772827 or sales@shivamforge.com with your foundation drawing and grade requirement for a manufacturability review and quotation.
Because anchor bolts of the same diameter and length can be supplied in three grades with vastly different yield strength, and because they are embedded in concrete where visual inspection after installation is effectively impossible, F1554 mandates color-coded marking (Grade 55 and Grade 105 each carry a distinct color band, Grade 36 carries no color code) so construction site personnel can catch a grade mismatch before the bolts are cast into the foundation and become unreachable.
Grade 36 (36 ksi minimum yield) is the most commonly specified, ductile and weldable grade for general foundation anchorage. Grade 55 (55 ksi) offers higher strength while retaining reasonable ductility. Grade 105 (105 ksi, nearly three times Grade 36's yield capacity) is the highest-strength option, typically specified for seismic anchorage, wind turbine towers, and foundations where space constraints demand maximum capacity per bolt.
S1 governs weldability, and is invoked when the anchor bolt will be field- or shop-welded to an embedded base plate or other structural steel element — it controls chemistry (particularly carbon equivalent) to ensure the bolt can be welded without excessive risk of heat-affected zone cracking or degraded base metal properties.
Supplementary Requirements S4 and S5 impose Charpy V-notch impact toughness testing, typically specified for seismic anchorage design or other applications involving significant dynamic loading, where the engineer wants verified assurance that the anchor bolt material will resist brittle fracture under sudden or cyclic load rather than relying on standard tensile properties alone.
Yes. F1554 material and grade requirements can be applied across L-bolt, J-bolt, and headed straight anchor bolt configurations — see our dedicated structural anchor bolt page for more detail on embedded-end geometry selection and forged head grain flow considerations.
Why Choose Shivam Forge
Shivam Forge delivers precision hot-forged components from our integrated Shapar, Rajkot facility — covering forging, CNC machining, heat treatment, and quality inspection under one roof.