Through arch bridge

Type of bridge

Through arch bridge

The Bayonne Bridge, a mid-bearing through arch bridge spanning the Kill Van Kull, connecting Bayonne, New Jersey, with Staten Island, New York City

Ancestor| Arch bridge
Carries| Pedestrians, vehicles, trains
Span range| Long
Material| Steel
Movable| No
Design effort| High
Falsework required| Seldom

A through arch bridge, also known as a through-type arch bridge, is a bridge that is made from materials such as steel or reinforced concrete, in which the base of an arch structure is below the deck but the top rises above it. It can either be lower bearing or mid-bearing.[clarify] Thus, the deck is within the arch, and cables or beams that are in tension suspend the central part of the deck from the arch.

## Function

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For a specific construction method, especially for masonry arches, the proportions of the arch remain similar no matter what the size: wider arches are thus required to be taller arches.[1] For a semi-circular arch, the height is half of the span. Bridges across deep, narrow gorges can have their arch placed entirely beneath a flat roadway, but bridges in flatter country rise above their road approaches. A wide bridge may require an arch so tall as to become a significant obstacle and incline for the roadway. Small bridges can be hump-backed, but larger bridges such as the Old Bridge, Pontypridd, may become so steep as to require steps, making their use for wheeled traffic difficult. Railways also find arched bridges difficult as they are even less tolerant of inclines. Where simple arched bridges are used for railways on flat terrain, the cost of building long approach embankments may be considerable.

Further issues are the foundations for the bridge. Arch bridges generate large side thrusts on their footings and so may require a solid bedrock foundation. Flattening the arch shape to avoid the humpback problem, such as for Brunel's Maidenhead bridge, increases this side thrust. It is often impossible to achieve a flat enough arch, simply owing to the limitations of the foundations - particularly in flat country.[1] Historically, such bridges often became viaducts of multiple small arches.

With the availability of iron or concrete as structural materials, it became possible to construct a through arch bridge: a bridge where the deck does not have to be carried over the top of the arch.[1] This requires a structure that can both support the deck from the arch by tension rods, chains or cables and allow a gap in the arch, so the deck can pass through it. The first of these in particular cannot be achieved with masonry construction and requires wrought iron or steel.

The use of a through arch does not change the proportions or size of the arch: a large span will still require a tall arch, although this can now reach any height above the deck without obstructing traffic. The arch may also reach downwards at its sides, to either reach strong foundations or to place the roadway at a convenient height for spanning a deep valley from a plateau above. The Tyne Bridge demonstrates both of these advantages.

## Notable examples

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A well-known example of this type is the Sydney Harbour Bridge in Australia, which is based on the Hell Gate Bridge in New York City.[2] Other bridges include the Chaotianmen Bridge in China, the world's longest through arch bridge;[3] Tyne Bridge of Newcastle upon Tyne; the Bayonne Bridge that connects New York City to New Jersey, which is longer than the Sydney Harbour Bridge; the Ahwaz White Bridge; the Bourne Bridge and Sagamore Bridge, smaller, near-twin bridges over the Cape Cod Canal; and the Hernando de Soto Bridge in Memphis, Tennessee. Wylam Railway Bridge is an early through arch bridge upstream of the Tyne Bridge.[4]

* The Chaotianmen Bridge, China, the 2nd longest steel arch bridge in the world

* The Hell Gate Bridge, New York, shortly after its completion

* The Bayonne Bridge, the 6th longest steel arch bridge in the world

* Tyne Bridge, Newcastle upon Tyne, opened in 1928

* The Ahwaz White Bridge, built in the 1930s

* Sydney Harbour Bridge, the 9th longest through arch bridge

* Joined-span Hernando de Soto Bridge in Memphis, Tennessee

* Multi-span Frederick Douglass Memorial Bridge in Washington, D.C.

## Arch rib arrangements

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The Pentele Bridge is an example of a basket handle arch. Seen from one end, the two arches take the form of a handle.

The through arch bridge usually consists of two ribs,[5] although there are examples like the Hulme Arch Bridge of through arches with a single rib. When the two arches are built in parallel planes, the structure is a parallel rib arch bridge. When the two arch ribs lean together and shorten the distance between the arches near the top, the span is a basket handle arch bridge.[6]

## Tied-arch through arch bridges

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Brunel's wrought-iron Windsor Railway Bridge: both a tied-arch and a through-arch Stanley Ferry Aqueduct, Yorkshire, opened 1839, built in cast iron. A through-arch, but not a tied-arch

Many tied-arch bridges are also through-arch bridges. As well as tying the side-loads of the arch, the tension member is also at a convenient height to form the bridge deck, as for a through-arch.

The converse is not true: through-arch bridges do not imply that they are tied-arch bridges, unless they also provide the deliberate tension member that is the key to a tied-arch. Although visually similar, tied- and untied- through-arch bridges are quite distinct structurally and are unrelated in how they distribute their loads. In particular, cast iron bridges such as the Stanley Ferry Aqueduct may resemble tied-arch bridges, but as cast iron is weak in tension they are not structurally a tied arch.

## Construction sequence

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The Frederick Douglass Memorial Bridge under construction in 2020. The partially completed arch is supported by wires attaching it to the completed arch behind it.

In some locations it is not practical to support the arch from beneath during construction.

In modern construction, temporary towers are erected and supported by cables anchored in the ground. Temporary cables fly from each side to support arch segments as they are constructed. When the arches are almost complete a jacking bridge is placed over or beneath the gap to force the arches apart, whence the final section is constructed in place or lifted into position.

The Runcorn–Widnes Bridge under construction in 1960 in-between the Widnes–Runcorn Transporter Bridge and the lattice truss Runcorn Railway Bridge.

In some cases, this type of arch has been created by constructing cantilevers from each side, with the shoreside ends bolted securely down into heavy piers. The incomplete channel ends are then constructed toward each other and either filled by construction or by lifting a prefabricated center section. This type of construction was used in the Sydney Harbour Bridge illustrated above, with the supporting cables to the higher side of the arches removed after completion.

## See also

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* Arch bridge
* List of the largest arch bridges
* Tied-arch bridge
* Moon bridge

## References

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1. ^ a b c Gordon, J.E. (1991) [1978]. Structures. Penguin. pp. 200–201, 203. ISBN 978-0-14-013628-9.
2. ^ "Sydney Harbour Bridge repainting" (PDF). Roads & Traffic Authority. Retrieved 4 February 2012.
3. ^ CulturalChina.com, Chongqing completes world's longest arch bridge Archived 8 July 2011 at the Wayback Machine, 30 April 2009.
4. ^ "tynevalleywalking: Wylam Railway Bridge: The first of its kind". November 23, 2006.
5. ^ "Concrete Arch Bridges". www.dot.state.oh.us. Ohio Department of Transportation. Retrieved December 16, 2015. "The through arch (or rainbow arch) usually consists of two arch ribs that extend well above the roadway on each side of the bridge."
6. ^ Zhang, Xiangdong; Zhang, Bin; Jiang, Lizhong; Xie, Mowen (November 8, 2013). "Load test design and stability analysis of basket handle arch bridge with reinforced concrete". Advanced Materials Research. 838–841\. Trans Tech Publications, Switzerland: 1009–1013\. doi:10.4028/www.scientific.net/AMR.838-841.1009. S2CID 109262734. Retrieved December 16, 2015.

* Tonias, Demetrios E.; Jim J. Zhao (2007). Bridge Engineering. McGraw Hill Professional. ISBN 978-0-07-145903-7.

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