Bridge K-12 Projects and Experiments
Arch Bridge
| Arch Bridge |
 |
| Double arch stone bridge, Japan |
| Ancestor: |
Clapper bridge |
| Related: |
None |
| Descendant: |
Truss arch bridge, moon bridge (masonry) |
| Carries: |
Pedestrians, vehicles, light rail, heavy rail, water |
| Span range: |
short, but often set end-to-end to form a large total length |
| Material: |
masonry, concrete, wrought iron, cast iron, timber, structural steel |
| Movable: |
No |
| Design effort: |
Low |
| Falsework required: |
Yes |
An arch bridge is a bridge with abutments at each end shaped as a curved arch. Arch bridges work by transferring the weight of the bridge and its loads partially into a horizontal thrust restrained by the abutments at either side. A viaduct (a long bridge) may be made from a series of arches, although other more economical structures are typically used today.
History
Stone arches were first invented around 2500 BC in the Indus Valley Civilization, known by the ancient Greeks, but developed most fully for bridges by the ancient Romans.
In China, the oldest existing bridge is the Zhaozhou Bridge of 605 AD (although bridges were built since the ancient Zhou Dynasty),
which combined a very low span-to-rise ratio with the use of
weight-relieving spandrel arches (buttressed with iron brackets). The
Zhaozhou Bridge is the world's first wholly-stone open-spandrel
segmental arch bridge.[1]
Most Roman arch bridges were semicircular, although some were segmental (such as Alconétar Bridge). Generally, in any Roman bridge all of the wedge-shaped primary arch stones (voussoirs) were the same in size and shape. The Romans built both single spans and lengthy multiple arch aqueducts, such as the Pont du Gard and Segovia Aqueduct. Trajan's bridge over the Danube
featured open-spandrel segmental arches made of wood (standing on
concrete piers), making it the longest arch bridge for a thousand years
both in terms of overall and individual span length.
In medieval Europe, bridge builders improved on the Roman structures by using narrower piers, thinner arch barrels and lower span-rise ratios on bridges. Gothic
pointed arches were also introduced, reducing lateral thrust, and spans
increased. Bridge building reached new heights with constructions such
as the Florentine Ponte Vecchio (1345), featuring an unprecedented span-to-rise ratio of over 6 to 1; the bridge at Trezzo sull'Adda, destroyed in the 15th century, with a world record span length of 72 m, or the Renaissance Ponte Santa Trinita (1569), constituting the oldest elliptic arch bridge worldwide.
In more modern times, stone and brick arches continued to be built by many civil engineers, including Thomas Telford, Isambard Kingdom Brunel and John Rennie. A key pioneer was Jean-Rodolphe Perronet,
who used much narrower piers, revised calculation methods and
exceptionally low span-to-rise ratios. Different materials, such as cast iron, steel and concrete have been increasingly used in the construction of arch bridges.
Simple compression arch bridges
Advantage in use of simple materials
Stone, brick and other such materials are strong in compression and somewhat so in shear, but cannot resist much force in tension.
As a result, masonry arch bridges are designed to be constantly under
compression, so far as is possible. Each arch is constructed over a
temporary falsework frame, known as a centering. In the first compression arch bridges, a keystone
in the middle of the bridge bore the weight of the rest of the bridge.
The more weight that was put onto the bridge, the stronger its
structure became. Masonry arch bridges use a quantity of fill material
(typically compacted rubble) above the arch in order to increase this
dead-weight on the bridge and prevent tension from occurring in the
arch ring as loads move across the bridge. Other materials that were
used to build this type of bridge were brick and unreinforced concrete.
When masonry (cut stone) is used the angles of the faces are cut to
minimize shear forces. Where random masonry (uncut and unprepared
stones) is used they are mortared together and the mortar is allowed to
set before the falsework is removed.
Traditional masonry arches are generally durable, and somewhat resistant to settlement or undermining. However, relative to modern alternatives, such bridges are very heavy, requiring extensive foundations. They are also expensive to build wherever labour costs are high.
Construction sequence
The remains of the Frere Bridge over Orange River in Aliwal North. Note the lifting holes visible on some of the stones.
- Where the arches are founded in a stream bed the water is diverted
and the gravels excavated to a good footing. From this the foundation piers are raised to the base of the arches, a point known as the springing.
- Falsework centering is fabricated, typically from timbers and
boards. Since each arch of a multi-arch bridge will impose a thrust
upon its neighbors, it is necessary either that all arches of the
bridge be raised at the same time, or that very wide piers are used.
The thrust from the end arches is taken into the earth by footings at
the canyon walls, or by large inclined planes forming ramps to the
bridge, which may also be formed of arches.
- The several arches are constructed over the centering. Once the basic arch barrel is constructed, the arches are stabilized with infill masonry between the arches, which may be laid in horizontal running bond courses. These may form two walls, known as the spandrels, which are then infilled with loose material and rubble.
- The road is paved and parapet walls protectively confine traffic to the bridge.
Types of arch bridge
The Pont du Gard aqueduct showing the Roman technique of building multiple arch structures atop each other.
|
These Harlem River bridges are all supported deck arch bridges.
|
The center span of the deck of the Fremont Bridge is suspended and the deck acts as a tie, while the side spans of the deck are supported.
|
The Sydney Harbour Bridge is a Truss type suspended deck arch bridge, constructed as two approaching cantilevers.
|
A masonry moon bridge showing the buttressing approach ramps that take the horizontal thrust of the arch
|
Aqueducts and canal viaducts
- In some locations it is necessary to span a wide gap at a
relatively high elevation, such as when a canal or water supply must
span a valley. Rather than building extremely large arches, or very
tall supporting columns (difficult using stone), a series of arched
structures are built one atop another, with wider structures at the
base. Roman civil engineers
developed the design and constructed highly refined structures using
only simple materials, equipment, and mathematics. This type is still
used in canal viaducts and roadways as it has a pleasing shape,
particularly when spanning water, as the reflections of the arches form
a visual impression of circles or ellipses.
Supported deck arch bridge
This type of bridge comprises an arch which supports a deck by means of a number of vertical columns. The Alexander Hamilton Bridge is a supported deck arch bridge.
Suspended deck arch bridge
This type of bridge comprises an arch which supports the deck by means of suspension cables or tie bars. The Sydney Harbour Bridge is a suspended deck arch bridge which uses a truss type arch.
These suspended deck bridges are in contrast to suspension bridges which use the catenary
to which the aforementioned cables or tie bars are attached and
suspended. While in fact all proper arches use predominantly the
compressive strength of materials, this type of bridge is also referred
to as the Compression arch suspended-deck bridge.
Tied arch bridge
This type of arch bridge incorporates a tie between two opposite
ends of the arch. The tie is capable of withstanding the horizontal
thrust forces which would normally be exerted on the abutments of an
arch bridge.
Use of modern materials
Most modern compression arch bridges are made from reinforced concrete.
This type of bridge is suitable where a temporary centering may be
erected to support the forms, reinforcing steel, and uncured concrete.
When the concrete is sufficiently set the forms and falseworks are then
removed. It is also possible to construct a reinforced concrete arch
from precast concrete, where the arch is built in two halves which are then leaned against each other.
Many modern bridges, made of steel or reinforced concrete, often
bear some of their load by tension within their structure. This reduces
or eliminates the horizontal thrust against the abutments and allows
their construction on weaker ground. Structurally and analytically they
are not true arches but rather a beam with the shape of an arch. See truss arch bridge for more on this type.
A modern evolution of the arch bridge is the compression arch suspended-deck bridge (through arch bridge).
This has been made possible by the use of light materials that are
strong in tension such as steel, reinforced concrete, and
post-tensioned concrete.
Gallery of images
|
|
|
Modern reinforced concrete arch bridges. The bridge in the background is a replacement to span a tributary stream of the Yangtze River (Chang Jiang) in the now-flooded Three Gorges, China.
|
Cleveland House on stone arch over Bath Locks on the Kennet and Avon Canal, with cast iron arch bridge in front.
|
The Danube at Regensburg is spanned by medieval Europe's first major stone arch bridge, built 1135-46.
|
See also
Footnotes
- ^ Needham, Joseph. The Shorter Science and Civilisation in China. Cambridge University Press, 1994. ISBN 0521292867. Pages 145-147.
External links
General
Software
Arch Bridges by Length
This list of the largest arch bridges ranks the world's arch bridges by the length of their main span.
The length of the main span is the most common way to rank arch
bridges. If one bridge has a longer span than another it does not
necessarily mean that the bridge is longer from shore to shore or from
anchorage to anchorage. The size of the main span may not always
correlate with the engineering complexity involved in designing and
constructing the bridge. However, the total length of bridges cannot be
compared as there is no standard way to measure the total length of a
bridge.
The list may be incomplete.
|
Rank |
Name |
Span metres (feet) |
Length metres (feet) |
Arch construction material |
Completed |
Location |
Country |
 |
[1] |
Lupu Bridge |
550 m (1,804 ft) |
3,900 m (12,795 ft) |
steel/concrete |
2003 |
Shanghai |
People's Republic of China |
 |
[2] |
New River Gorge Bridge |
518 m (1,699 ft) |
924 m (3,031 ft) |
steel |
1977 |
Fayetteville, West Virginia |
United States |
 |
[3] |
Bayonne Bridge |
504 m (1,654 ft) |
1,761 m (5,778 ft) |
steel |
1931 |
Kill Van Kull (New Jersey, New York) |
United States |
 |
[4] |
Sydney Harbour Bridge |
503 m (1,650 ft) |
1,149 m (3,770 ft) |
steel |
1932 |
Sydney |
Australia |
| Linked photo |
[5] |
Wushan Bridge |
460 m (1,509 ft) |
?? |
steel/concrete |
2005 |
Chongqing |
People's Republic of China |
| Linked photo |
[6] |
Wanxian Bridge |
420 m (1,378 ft) |
864 m (2,835 ft) |
concrete |
1997 |
Wanxian |
People's Republic of China |
| Linked photo |
[7] |
Caiyuanba Bridge |
420 m (1,378 ft) |
1,741 m (5,712 ft) |
steel |
2007[1] |
Chongqing |
People's Republic of China |
| Linked photo |
[8] |
Fourth Xiangtan Bridge |
400 m (1,312 ft) |
1,345 m (4,413 ft) |
steel/concrete |
2007[2] |
Xiangtan |
People's Republic of China |
 |
[9] |
Krk Bridge |
390 m (1,280 ft) |
1,430 m (4,692 ft) |
concrete |
1980 |
Krk |
Croatia |
 |
[10] |
Fremont Bridge |
382 m (1,253 ft) |
656 m (2,152 ft) |
steel |
1973 |
Portland, Oregon |
United States |
 |
[11] |
Žďákov Bridge |
380 m (1,247 ft) |
543 m (1,781 ft) |
steel |
1967 |
Orlík nad Vltavou |
Czech Republic |
|
[12] |
Maochaojie Bridge |
368 m (1,207 ft) |
?? |
steel/concrete |
2005 |
Chongqing |
People's Republic of China |
 |
[13] |
Port Mann Bridge |
366 m (1,201 ft) |
2,093 m (6,867 ft) |
steel |
1964 |
Surrey, British Columbia |
Canada |
| [14] |
[15] |
Yanjisha Bridge |
360 m (1,181 ft) |
1,084 m (3,556 ft) |
steel, concrete |
2000 |
Guangzhou |
People's Republic of China |
| Linked photo |
[16] |
Cold Spring Canyon Arch Bridge |
350 m (1,148 ft) |
371 m (1,217 ft) |
steel |
1963 |
Santa Barbara County, California |
United States |
| Linked photo |
[17] |
Nanning Yonghe Bridge |
350 m (1,148 ft) |
?? |
steel |
2004 |
Nanning |
People's Republic of China |
 |
[18] |
Bridge of the Americas |
344 m (1,129 ft) |
1,654 m (5,427 ft) |
steel |
1962 |
Balboa, Panama |
Panama |
 |
[19] |
Laviolette Bridge |
335 m (1,099 ft) |
2,707 m (8,881 ft) |
steel |
1967 |
Trois-Rivières |
Canada |
| Linked photo |
[20] |
Jiangjiehe Bridge |
330 m (1,083 ft) |
461 m (1,512 ft) |
concrete |
1993 |
Wengan |
People's Republic of China |
 |
[21] |
Silver Jubilee Bridge |
330 m (1,083 ft) |
?? |
steel |
1961 |
Widnes/Runcorn |
United Kingdom |
 |
[22] |
Roosevelt Lake Bridge |
329 m (1,079 ft) |
?? |
steel |
1990 |
Theodore Roosevelt Lake, Arizona |
United States |
 |
[23] |
Birchenough Bridge |
329 m (1,079 ft) |
377 m (1,237 ft) |
steel |
1935 |
|
Zimbabwe |
| Linked photo |
[24] |
Gerald Desmond Bridge |
321 m (1,053 ft) |
1,565 m (5,135 ft) |
steel |
1968 |
Terminal Island, California |
United States |
 |
[25] |
Glen Canyon Dam Bridge |
313 m (1,027 ft) |
387 m (1,270 ft) |
steel |
1964 |
Arizona |
United States |
| Linked photo |
[26] |
Yongjiang Bridge |
312 m (1,024 ft) |
?? |
concrete |
1996 |
Yongning |
People's Republic of China |
 |
[27] |
Hell Gate Bridge |
310 m (1,017 ft) |
5,182 m (17,001 ft) |
steel |
1916 |
New York |
United States |
 |
[28] |
Dunaújvárosi Bridge |
308 m (1,010 ft) |
1,670 m (5,479 ft) |
steel |
2007 |
Dunaújváros |
Hungary |
| Linked photo |
[29] |
Chunan Nanpu Bridge |
308 m (1,010 ft) |
?? |
?? |
2003 |
|
People's Republic of China |
 |
[30] |
Lewiston-Queenston Bridge |
305 m (1,001 ft) |
488 m (1,601 ft) |
steel |
1962 |
New York, Ontario |
United States / Canada |
| Linked photo |
[31] |
Shin Kizugawa Bridge |
305 m (1,001 ft) |
495 m (1,624 ft) |
steel |
1994 |
Osaka |
Japan |
 |
[32] |
Perrine Bridge |
303 m (994 ft) |
457 m (1,499 ft) |
steel |
1974 |
Idaho |
United States |
 |
[33] |
Gladesville Bridge |
300 m (984 ft) |
488 m (1,601 ft) |
concrete |
1964 |
Sydney |
Australia |
| Linked photo |
[34] |
Seri Saujana Bridge |
300 m (984 ft) |
300 m (984 ft) |
steel |
2003 |
Putrajaya |
Malaysia |
| Linked photo |
[35] |
Ohmishima Bridge |
297 m (974 ft) |
328 m (1,076 ft) |
steel |
1979 |
Ohmishima |
Japan |
 |
[36] |
Friendship Bridge |
290 m (951 ft) |
552 m (1,811 ft) |
concrete |
1965 |
|
Paraguay / Brazil |
 |
[37] |
Rainbow Bridge |
289 m (948 ft) |
442 m (1,450 ft) |
steel |
1941 |
New York, Ontario |
United States / Canada |
 |
[38] |
Van Brienenoordbrug |
288 m (945 ft) |
1,320 m (4,331 ft) |
steel |
1965 |
Rotterdam |
Netherlands |
|
[39] |
Fengjie Meixi Bridge |
288 m (945 ft) |
?? |
steel/concrete |
2001 |
Chongqing |
People's Republic of China |
 |
[40] |
Infante D. Henrique Bridge |
280 m (919 ft) |
371 m (1,217 ft) |
concrete |
2002 |
Oporto |
Portugal |
|
[41] |
Third Hanjiang Bridge |
280 m (919 ft) |
?? |
?? |
2000 |
|
People's Republic of China |
|
[42] |
Dongguang Shuidao Bridge |
280 m (919 ft) |
?? |
?? |
2005 |
|
People's Republic of China |
| Linked photo |
[43] |
Yumemai Bridge |
280 m (919 ft) |
878 m (2,881 ft) |
steel |
2001 |
Osaka |
Japan |
 |
[44] |
Moundsville Bridge |
278 m (912 ft) |
?? |
steel |
1986 |
Moundsville, West Virginia |
United States |
 |
[45] |
Jefferson Barracks Bridge |
277 m (909 ft) |
1,219 m (3,999 ft) |
steel |
1983 |
Missouri, Illinois |
United States |
 |
[46] |
Hernando de Soto Bridge |
274 m (899 ft) |
5,954 m (19,534 ft) |
steel |
1973 |
Arkansas, Tennessee |
United States |
 |
[47] |
Bloukrans Bridge |
272 m (892 ft) |
451 m (1,480 ft) |
concrete |
1984 |
Nature's Valley |
South Africa |
 |
[48] |
Arrabida Bridge |
270 m (886 ft) |
493 m (1,617 ft) |
concrete |
1963 |
Oporto |
Portugal |
|
[49] |
Sanan Yongjiang Bridge |
270 m (886 ft) |
?? |
concrete/steel |
1998 |
Sanan |
People's Republic of China |
| Linked photo |
[50] |
Fujikawa Bridge |
265 m (869 ft) |
381 m (1,250 ft) |
concrete |
2005 |
Shizuoka |
Japan |
| Linked photo |
[51] |
Sandö Bridge |
264 m (866 ft) |
810 m (2,657 ft) |
concrete |
1943 |
Kramfors |
Sweden |
| Linked photo |
[52] |
Yibin Rongzhou Bridge |
260 m (853 ft) |
505 m (1,657 ft) |
concrete |
2004 |
Yibin |
People's Republic of China |
| Linked photo |
[53] |
Chitose Bridge |
260 m (853 ft) |
365 m (1,198 ft) |
steel |
2003 |
Osaka |
Japan |
| Linked photo |
[54] |
Takamatu Bridge |
260 m (853 ft) |
?? |
concrete |
2000 |
Miyazaki, Miyazaki |
Japan |
|
[55] |
Saigo Bridge |
260 m (853 ft) |
270 m (886 ft) |
steel |
1977 |
Okinoshima, Shimane |
Japan |
 |
[56] |
Julien Dubuque Bridge |
258 m (846 ft) |
1,756 m (5,761 ft) |
steel |
1943 |
Iowa, Illinois |
United States |
|
[57] |
Zigui Bridge |
256 m (840 ft) |
?? |
steel |
1998 |
Hubei |
People's Republic of China |
 |
[58] |
Brücke der Solidarität |
256 m (840 ft) |
823 m (2,700 ft) |
steel |
1950 |
Duisburg |
Germany |
| Linked photo |
[59] |
Kishiwada Bridge |
255 m (837 ft) |
445 m (1,460 ft) |
concrete |
1993 |
Osaka |
Japan |
 |
[60] |
Los Tilos Arch |
255 m (837 ft) |
319 m (1,047 ft) |
concrete |
2004 |
Canary Islands |
Spain |
| Linked photo |
[61] |
Shin Hamadera Bridge |
254 m (833 ft) |
?? |
steel |
1994 |
Sakai, Osaka |
Japan |
 |
[62] |
Wild Gera Viaduct |
252 m (827 ft) |
552 m (1,811 ft) |
concrete |
2000 |
Thuringian Forest |
Germany |
| Linked photo |
[63] |
Nishinomiyako Bridge |
252 m (827 ft) |
?? |
steel |
1994 |
Nishinomiya |
Japan |
 |
[64] |
Bob Cummings Lincoln Trail Bridge |
251 m (823 ft) |
826 m (2,710 ft) |
steel |
1966 |
Indiana, Kentucky |
United States |
| Linked photo |
[65] |
Chateaubriand Bridge |
250 m (820 ft) |
424 m (1,391 ft) |
concrete |
1991 |
Brittany |
France |
| Linked photo |
[66] |
Hamm Railroad Bridge |
250 m (820 ft) |
813 m (2,667 ft) |
steel |
1987 |
Düsseldorf-Hamm |
Germany |
 |
[67] |
Fehmarnsund Bridge |
248 m (814 ft) |
963 m (3,159 ft) |
steel |
1963 |
Großenbrode |
Germany |
 |
[68] |
New Svinesund Bridge |
247 m (810 ft) |
704 m (2,310 ft) |
concrete |
2005 |
Svinesund |
Sweden / Norway |
| Linked photo |
[69] |
Šibenik Bridge |
246 m (807 ft) |
390 m (1,280 ft) |
concrete |
1966 |
Šibenik |
Croatia |
| Linked photo |
[70] |
Barelang Bridge |
245 m (804 ft) |
385 m (1,263 ft) |
concrete |
1997 |
|
Indonesia |
 |
[71] |
Sherman Minton Bridge |
244 m (801 ft) |
626 m (2,054 ft) |
steel |
1962 |
Kentucky, Indiana |
United States |
 |
[72] |
Waalbrug |
244 m (801 ft) |
604 m (1,982 ft) |
steel |
1936 |
Nijmegen |
Netherlands |
 |
[73] |
Juscelino Kubitschek Bridge |
240 m (787 ft) |
1,200 m (3,937 ft) |
steel |
2002 |
Brasília |
Brazil |
| Linked photo |
[74] |
Jinshajiang Bridge |
240 m (787 ft) |
388 m (1,273 ft) |
concrete |
1990 |
Yibin |
People's Republic of China |
| Linked photo |
[75] |
Xiaonanmen Bridge |
240 m (787 ft) |
?? |
concrete |
1990 |
Yibin |
People's Republic of China |
| Linked photo |
[76] |
Beipanjiang Railroad Bridge |
236 m (774 ft) |
486 m (1,594 ft) |
steel |
2001 |
Guizhou |
People's Republic of China |
| Linked photo |
[77] |
Beppu Myoban Bridge |
235 m (771 ft) |
411 m (1,348 ft) |
concrete |
1989 |
Beppu |
Japan |
| Linked photo |
[78] |
Irtysh River Bridge |
231 m (758 ft) |
1,302 m (4,272 ft) |
steel |
2004 |
Khanty-Mansiysk |
Russia |
 |
[79] |
Most Apollo |
231 m (758 ft) |
854 m (2,802 ft) |
steel |
2005 |
Bratislava |
Slovakia |
 |
[80] |
Ponte Bisantis |
231 m (758 ft) |
468 m (1,535 ft) |
concrete |
1962 |
Catanzaro |
Italy |
 |
[81] |
Daniel Carter Beard Bridge |
231 m (758 ft) |
640 m (2,100 ft) |
steel |
1977 |
Ohio, Kentucky |
United States |
 |
[82] |
Dreiländerbrücke |
229 m (751 ft) |
250 m (820 ft) |
steel |
2007 |
Basel |
Switzerland |
| Linked photo |
[83] |
Zaporizhia Bridge |
228 m (748 ft) |
?? |
concrete |
1952 |
Zaporizhia |
Ukraine |
| Linked photo |
[84] |
FAI 24 Bridge |
223 m (732 ft) |
1,695 m (5,561 ft) |
steel |
1973 |
Kentucky, Illinois |
United States |
| Linked photo |
[85] |
Kyll Valley bridge |
223 m (732 ft) |
645 m (2,116 ft) |
concrete |
1999 |
Wilsecker |
Germany |
 |
[86] |
New Navajo Bridge |
221 m (725 ft) |
877 m (2,877 ft) |
steel |
1994 |
Arizona |
United States |
| Linked photo |
[87] |
Alconétar Viaduct |
220 m (722 ft) |
400 m (1,312 ft) |
steel |
2006 |
Cáceres |
Spain |
| Linked photo |
[88] |
Jiujiang Yangtze River Bridge |
216 m (709 ft) |
7,657 m (25,121 ft) |
steel |
1992 |
Hubei |
People's Republic of China |
| Linked photo |
[89] |
Sakai Bridge |
216 m (709 ft) |
?? |
steel |
1955 |
Nagasaki |
Japan |
| Linked photo |
[90] |
Martin Gil Viaduct |
210 m (689 ft) |
408 m (1,339 ft) |
concrete |
1942 |
Zamora |
Spain |
 |
[91] |
Kitakyushu Airport Access Bridge |
210 m (689 ft) |
2,100 m (6,890 ft) |
steel |
2005 |
Kitakyūshū |
Japan |
 |
[92] |
Delaware River-Turnpike Toll Bridge |
208 m (682 ft) |
2,003 m (6,572 ft) |
steel |
1956 |
Pennsylvania, New Jersey |
United States |
 |
[93] |
Västerbron |
204 m (669 ft) |
600 m (1,969 ft) |
steel |
1935 |
Stockholm |
Sweden |
| Linked photo |
[94] |
Krka River Bridge |
204 m (669 ft) |
391 m (1,283 ft) |
concrete |
2004 |
Skradin |
Croatia |
 |
[95] |
Dubuque-Wisconsin Bridge |
204 m (669 ft) |
899 m (2,949 ft) |
steel |
1982 |
Iowa, Wisconsin |
United States |
| Linked photo |
[96] |
Third Mianyang Bridge |
202 m (663 ft) |
?? |
steel/concrete |
1997 |
Sichuan |
People's Republic of China |
| Linked photo |
[97] |
Maslenica Bridge |
200 m (656 ft) |
378 m (1,240 ft) |
concrete |
1997 |
Zadar |
Croatia |
| Linked photo |
[98] |
Fuling Bridge |
200 m (656 ft) |
?? |
concrete |
1989 |
Fuling |
People's Republic of China |
|
[99] |
Sanshi Bridge |
200 m (656 ft) |
?? |
steel |
1995 |
Nanhai |
People's Republic of China |
| Linked photo |
[100] |
Fourth Qiantang River Bridge |
196 m (643 ft) |
1,376 m (4,514 ft) |
concrete |
1997 |
Hangzhou |
People's Republic of China |
| Linked photo |
[101] |
Pag Bridge |
195 m (640 ft) |
300 m (984 ft) |
concrete |
1968 |
|
Croatia |
| Linked photo |
[102] |
Regenta Arch Bridge |
190 m (623 ft) |
381 m (1,250 ft) |
concrete |
1996 |
Asturias |
Spain |
|
[103] |
Nada Bridge |
190 m (623 ft) |
370 m (1,214 ft) |
steel |
1983 |
Kobe |
Japan |
| many bridges with shorter span |
Under construction
References
Figures from ranked table are referenced through rank column links.
See also
This article is licensed under the GNU Free Documentation License. It uses material from Wikipedia Encyclopedia article "Arch Bridge"
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