Parts of a bridge
A bridge can be read from the top down. The superstructure is everything that spans: the deck that carries traffic, the girders, slabs, boxes, trusses, arches or cables that carry the deck, the wearing coat, crash barriers, railings, footpaths and drainage. It is designed for its own weight, the weight of surfacing and services, traffic, temperature and wind.
Bearings sit between the superstructure and the substructure. They transfer vertical and horizontal loads while allowing the deck to rotate and, at free bearings, to slide as it expands and contracts. Expansion joints at the ends of each continuous unit let the deck move without cracking the road surface. Both are replaceable parts with lives shorter than the bridge.
The substructure holds the bearings at the right level. Piers support intermediate spans; abutments at the ends support the last spans and retain the approach embankment, with wing walls or return walls to hold the fill at the sides. Pier caps spread bearing loads; in rivers, piers are shaped to reduce scour and resist debris and current.
Foundations carry everything into the ground: open footings on rock or firm soil, piles, or wells in deep scourable riverbeds. Approaches, the embankments or viaduct spans leading to the bridge, together with approach slabs, complete it. Design in India follows IRC 6 for loads, IRC 112 for concrete, IRC 24 for steel and IRC 78 for foundations and substructure.
Keep the dead load of surfacing and services separate; they are factored differently from structural self-weight.
Dead load per metre = Σ (area × unit weight) of each componentEnd reaction of a simply supported span under uniform load: R = w L / 2
Forgetting that the wearing coat may be overlaid in future and allowing no margin for it.
Problem. A 30 m simply supported deck slab-and-girder span is idealised with a concrete cross-section of 3.0 m² per metre run (25 kN/m³), a bituminous wearing coat 65 mm thick over an 11 m carriageway (22 kN/m³) and two crash barriers of 8 kN/m each. Find the dead load per metre and the end reaction.
- Concrete: 3.0 × 25 = 75.0 kN/m.
- Wearing coat: 0.065 × 11 × 22 = 15.73 kN/m.
- Barriers: 2 × 8 = 16.0 kN/m. Total w = 75.0 + 15.73 + 16.0 = 106.7 kN/m.
- End reaction R = 106.7 × 30 / 2 = 1 601 kN (before live load).
Answer. Dead load about 106.7 kN/m; end reaction about 1 600 kN
Quick quiz
1What do bearings allow?
Rotation and, at free bearings, sliding of the deck.
2What is the job of an abutment?
To support the end span and retain the approach embankment.
3Which IRC code gives bridge loads?
IRC 6.
- IRC:6 (India): Standard specifications for road bridges: loads and load combinations.
- IRC:112 (India): Code of practice for concrete road bridges.
- IRC:24 (India): Steel road bridges (limit state method).
- IRC:78 (India): Foundations and substructure of road bridges.
- IRC:83 (Parts I to IV) (India): Road bridge bearings: metallic, elastomeric, pot and spherical types by part.
Cited by number and clause only. We do not reproduce clause text, tables or figures (BIS Act 2016, s.10(5) and s.11). Check the current edition and amendments before use.
References and further reading
Standard texts, listed in no order of merit. We do not copy text, figures, tables or solved problems from any book; our explanations and examples are original.
- D. Johnson Victor, Essentials of Bridge Engineering, Oxford and IBH, latest edition.
- N. Krishna Raju, Design of Bridges, Oxford and IBH, latest edition.
- S. Ponnuswamy, Bridge Engineering, McGraw Hill Education (India), latest edition.
Free and official sources
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