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What Size Rebar for A bridge deck?

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Bridge Engineering Rebar Guide

What Size Rebar for a Bridge Deck?

Practical bar-size and spacing guidance for reinforced concrete bridge decks — B500B diameters, top and bottom mat layouts, cover depths and indicative steel estimates to DIN 488 / EN 10080.

DIN 488 · EN 10080 Mill Test Certificate Worldwide export

What Size Rebar for a Bridge Deck — The Key Diameters

Bridge decks are among the most demanding reinforced concrete applications. They carry dynamic traffic loads, thermal cycles, de-icing salt exposure and sometimes seismic forces — all demanding high-ductility steel with reliable bond characteristics. B500B rebar in 12 mm to 20 mm diameter forms the structural backbone of most bridge deck designs, with 16 mm being particularly common for primary longitudinal and transverse bars. Shear reinforcement (stirrups, links, U-bars) typically uses 10–12 mm. These are indicative figures — bridge decks are designed to national standards (e.g. EN 1992-2 / Eurocode 2 Part 2 for bridges, or DIN-Fachbericht 102) and every deck requires a formal structural design by a qualified bridge engineer.

Steel Rebar Germany supplies B500B hot-rolled ribbed bar, welded mesh and cut-and-bend pieces to DIN 488 / EN 10080 for bridge contractors worldwide, complete with EN 10204 3.1 Mill Test Certificates and full export documentation. See our infrastructure and bridges applications page for the broader picture.

Bridge Deck Reinforcement Layout: Top and Bottom Mats

A reinforced concrete bridge deck typically uses a two-mat system — a bottom mat carrying positive bending moment (sagging) between supports, and a top mat carrying negative bending moment (hogging) over supports and at cantilever edges. Key characteristics:

  • Bottom mat (positive moment region): Larger bars at closer spacing — typically 16–20 mm at 100–150 mm longitudinally, 12–16 mm at 150–200 mm transversely
  • Top mat (negative moment / hogging zone): Similar or slightly lighter than bottom mat — 14–20 mm at 125–175 mm longitudinally
  • Transverse distribution bars: 12–16 mm at 150–200 mm centres
  • Shear links / stirrups in edge beams and box girder webs: 10–12 mm, spacing governed by shear demand (typically 100–200 mm)
  • Skin reinforcement on deep web faces: 10–12 mm at 150–300 mm

Typical Bridge Deck Rebar Sizes by Element

Indicative figures only — bridge span, deck thickness, traffic loading (LM1, LM2 per EN 1991-2), seismic zone, skew angle and applicable bridge standard all govern the final specification. Always rely on the stamped structural design.
Deck ElementTypical Bar Dia (mm)Typical Spacing (mm)Grade
Bottom mat — longitudinal (primary)16–20100–150B500B
Bottom mat — transverse12–16150–200B500B
Top mat — longitudinal (hogging)14–20100–175B500B
Top mat — transverse12–16150–200B500B
Shear links / stirrups10–12100–200B500B
Edge beam / parapet bar12–20100–150B500B
Skin reinforcement (webs)10–12150–300B500B

Bar Weight Reference — Bridge Deck Diameters

Weight formula: kg/m = d²(mm) × 0.00617. Key sizes for bridge deck work:

Diameter (mm)Weight (kg/m)Cross-section (mm²)
100.61778.5
120.888113
161.58201
202.47314
253.85491
326.31804

A typical highway bridge deck slab (250–300 mm thick, two-mat system) may contain 120–200 kg/m³ of reinforcement. For a deck 15 m wide and 50 m long at 160 kg/m³ and 275 mm thick, indicative steel content is approximately 33 tonnes. These are indicative figures for budgeting only; the bar schedule from the approved bridge design is the definitive source.

Cover Depths and Durability for Bridge Decks

Bridge decks are exposed to harsh environments — often XD3 (frequently wet, chloride from road salts) or XS1–XS3 (marine). Minimum concrete cover per EN 1992-1-1 / EN 1992-2 for bridge decks:

  • Top (trafficked) surface with waterproofing membrane: nominally 45–60 mm cover under the membrane, though the membrane provides additional protection
  • Top (trafficked) without membrane, exposed to de-icing salts (XD3): minimum cnom 50–60 mm
  • Bottom face / soffit (XC3–XC4 exposure): minimum cnom 35–45 mm
  • A Δcdev allowance of +10 mm is typically added to the minimum for structural design

DBV-certified plastic bar chairs and spacers are used to hold both mats at correct depth; see our rebar spacers and accessories range. For construction joints, mechanical rebar couplers (12–40 mm) eliminate the congestion of lapping large bars.

Supply Formats for Bridge Deck Reinforcement

Bridge contracts specify tightly controlled bar dimensions and traceability. Steel Rebar Germany supplies:

  • B500B hot-rolled ribbed bar, 8–40 mm, in 6–12 m stock lengths — heat-traceable to EN 10204 3.1 MTCs
  • Cut-and-bend to DIN 488 or BS 8666 shape codes — pre-tagged bar bundles matching the bar schedule, reducing on-site labour
  • Mechanical couplers (parallel-thread, 12–40 mm) for construction joint splices
  • Welded mesh (DIN 488-4) for lightweight deck overlays or secondary reinforcement zones

All shipments are seaworthy-bundled (~2 t lifts) for container or break-bulk export. Full documentation: EN 10204 3.1 MTC, Certificate of Origin, CE/DoP, packing lists. See also our related guides: rebar for box culverts and rebar for concrete roads.

Frequently Asked Questions

Common questions on rebar sizing for concrete bridge decks

What is the typical rebar diameter for a concrete bridge deck?
Most highway bridge decks use 16 mm B500B as the primary bar for both top and bottom longitudinal mats, with 12–16 mm transverse bars. Heavily loaded or long-span decks may use 20–25 mm for the primary longitudinal steel. Shear links are typically 10–12 mm. The exact size depends on span, loading and deck thickness — always rely on the stamped structural design by a bridge engineer.
Why is B500B used rather than B500A for bridge decks?
B500B (Agt ≥ 5.0%, k ≥ 1.08) provides the high ductility and strain-hardening capacity required for structures subject to dynamic traffic loading and potential seismic or impact events. B500A (Agt ≥ 2.5%) is permitted only for specific non-structural applications in bridges — the primary structural reinforcement must meet the B500B ductility class. EN 1992-2 and most national bridge codes mandate B or C ductility class for deck reinforcement.
What concrete cover is required over rebar in a bridge deck?
For bridge decks exposed to de-icing salts (exposure class XD3), nominal cover is typically 50–60 mm on the top face and 35–50 mm on the soffit. Where a waterproofing membrane covers the deck, reduced nominal cover (45–50 mm) is sometimes permitted under the membrane. The designer applies a Δcdev tolerance allowance on top of the minimum, typically +10 mm. Always follow the cover specified in the bridge design drawings.
How much rebar does a bridge deck typically require per square metre?
A reinforced concrete bridge deck slab (250–300 mm thick, two-mat system, highway loading) typically contains 120–200 kg/m³ of concrete, equivalent to approximately 30–60 kg/m² of deck surface area. Heavily loaded or cantilever deck overhangs may exceed this. These are indicative figures — the bar bending schedule from the structural drawing is the only accurate source for project quantities.
Does Steel Rebar Germany supply rebar for bridge projects with full traceability documentation?
Yes. All B500B bar we supply carries EN 10204 3.1 Mill Test Certificates traceable to heat and cast number, meeting the traceability requirements of EN 1992-2 and most national bridge specifications. We also provide Certificate of Origin, CE Declaration of Performance (DoP) and full packing lists. Cut-and-bend pieces are tagged to your bar schedule reference numbers on request.

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