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General Information

Name in local language: 明石海峡大橋 (Akashi-Kaikyō Ōhashi)
Other name(s): Akashi Straits Bridge
Beginning of works: 1988
Completion: 5 April 1998
Status: in use

Project Type


Location: , ,
, ,
  • Akashi Straits
Part of:
Location description:

The bridge connects Kobe on the island of Honshu (Japan) with Iwaya on Awaji Island while crossing the busy Akashi Strait.

Coordinates: 34° 37' 26" N    135° 1' 38" E
Coordinates: 34° 36' 34" N    135° 0' 54" E
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Technical Information


main span 1 990.8 m
total length 3 911 m
span lengths 960 m - 1990.8 m - 960.3 m
number of spans 3
cables diameter 1.122 m
strands per cable 290
wires per strand 127
wire diameter 5.23 mm
number 2
deck truss width 35.5 m
height 14 m
pylons height 282.8 m
dimensions at base 51 m x 16.5 m
on-axis distance between cables at top of towers 35.5 m


cables steel wire
pylons steel
deck truss steel
anchorages reinforced concrete


17 January 1995

While under construction the bridge remains largely unaffected by the Kobe earthquake.


The January 17, 1995 Kobe earthquake had its epicenter right between the two towers of the Akashi Straits Bridge. The original planned length was 1990 meters for the main span, but the seismic event moved the towers apart by almost a meter. Since construction of the deck had not yet begun, the change was easily accommodated in the slightly altered final design.

The towers of the bridge contain tuned mass dampers in order to diminish the vibrations in the structure during earthquakes and typhoons.

Excerpt from Wikipedia

The Akashi Kaikyo Bridge (Japanese: 明石海峡大橋, Hepburn: Akashi Kaikyō Ōhashi) is a suspension bridge which links the city of Kobe on the Japanese island of Honshu to Iwaya on Awaji Island. It is part of the Kobe-Awaji-Naruto Expressway, and crosses the busy and turbulent Akashi Strait (Akashi Kaikyō in Japanese). It was completed in 1998, and has the longest central span of any suspension bridge in the world, at 1,991 metres (6,532 ft).

It is one of the key links of the Honshū–Shikoku Bridge Project, which created three routes across the Inland Sea.



The Akashi Kaikyo Bridge forms part of the Kobe-Awaji-Naruto Expressway, the easternmost route of the bridge system linking the islands of Honshu and Shikoku. The bridge crosses the Akashi Strait (width 4km) between Kobe on Honshu and Iwaya on Awaji Island; the other major part of the crossing is completed by the Ōnaruto Bridge, which links Awaji Island to Ōge Island across the Naruto Strait.

Before the Akashi Kaikyo Bridge was built, ferries carried passengers across the Akashi Strait. A major passageway for shipping, it is also known for its gale, heavy rain, storms, and natural disasters. The Sekirei Maru sinking [ja] in 1945, which killed 304 people, first stirred public discussion on the possibility of a bridge over the span. In 1955, two ferries sank in the Shiun Maru disaster during a storm, killing 168 people. The ensuing shock and public outrage convinced the Japanese government to develop plans for a bridge to cross the strait.


Investigations for a bridge across the strait were first conducted by the Kobe municipal government in 1957, followed by an evaluation by the national Ministry of Construction in 1959. In 1961, the Ministry of Construction and Japan National Railways jointly commissioned the Japan Society of Civil Engineers (JSCE) to conduct a technical study, and the JSCE established a committee to investigate five potential routes between Honshu and Shikoku. In 1967, the committee compiled the results of the technical study, concluding that a bridge across the Akashi Strait would face "extremely severe design and construction conditions, which have no similar examples in the world's long-span bridges" and recommending additional study.

In response to the report, the Honshu–Shikoku Bridge Authority (now the Honshu-Shikoku Bridge Expressway Company) was established in 1970, which conducted extensive investigations, including sea trials to establish the construction method of a submarine foundation. In 1973, a bridge with a central span of 1,780 meters on the route was approved, but construction was halted due to poor economic conditions.


The original plan called for a mixed railway-road bridge, but when construction on the bridge began in April 1988, the construction was restricted to road only, with six lanes. Actual construction did not begin until May 1988 and involved more than 100 contractors. The Great Hanshin Earthquake in January 1995 did not do substantial damage to the bridge due to anti-seismic building methods. Construction was finished on time in September 1996. The bridge was opened for traffic on April 5, 1998, in a ceremony officiated by the Crown Prince Naruhito and his spouse Crown Princess Masako of Japan along with Construction Minister Tsutomu Kawara.



The bridge has four substructures: two main piers (located beneath the water) and two anchorages (on land). These are denoted 1A, 2P, 3P, and 4A in sequence from the Kobe side. 1A consists of an underground circular retaining wall filled with roller-compacted concrete, 2P and 3P are circular underwater spread-foundation caisson structures, and 4A is a rectangular direct foundation. 2P is located at the edge of the sea plateau at a level depth of 40–50m and a bearing depth of 60m, and 3P is located at the symmetrical point to 2P with respect to the bridge's center, at a level depth of 36–39m and a bearing depth of 57m.

The towers are located in an area of strong tidal currents where water velocity exceeds 7 knots (about 3.6 m/s). The selected scour protection measure includes the installation of a filtering layer with a thickness of 2 m in a range of 10 m around the caisson, covered with rip raps of 8 m thick.


The bridge has three spans. The central span is 1,991 m (6,532 ft), and the two other sections are each 960 m (3,150 ft). The bridge is 3,911 m (12,831 ft) long overall. The two towers were originally 1,990 m (6,530 ft) apart, but the Great Hanshin earthquake on January 17, 1995 (magnitude 7.3, with epicenter 20km west of Kobe) moved the towers (the only structures that had been erected at the time) such that the central span had to be increased by 1 m (3.3 ft). The central span was required to be greater than 1500m to accommodate maritime traffic; it was concluded before construction began that a larger span between 1950 and 2050 meters would minimize construction costs.

The bridge was designed with a dual-hinged stiffening girder system, allowing the structure to withstand winds of 286 kilometres per hour (178 mph), earthquakes measuring up to magnitude 8.5, and harsh sea currents. The bridge also contains tuned mass dampers that are designed to operate at the resonance frequency of the bridge to dampen forces. The two main supporting towers rise 282.8 m (928 ft) above sea level, and the bridge can expand because of heat by up to 2 m (6.6 ft) over the course of a day. Each anchorage required 350,000 tonnes (340,000 long tons; 390,000 short tons) of concrete. The steel cables have 300,000 kilometres (190,000 mi) of wire: each cable is 112 centimetres (44 in) in diameter and contains 36,830 strands of wire.

The Akashi–Kaikyo bridge has a total of 1,737 illumination lights: 1,084 for the main cables, 116 for the main towers, 405 for the girders and 132 for the anchorages. Sets of three high-intensity discharge lamps in the colors red, green and blue are mounted on the main cables. The RGB color model and computer technology make for a variety of combinations. Twenty-eight patterns are used for occasions such as national or regional holidays, memorial days or festivities.

Comparison of the side elevations of the Akashi Kaikyo Bridge and some notable bridges at the same scale. (click for interactive version)


The total cost is estimated at ¥500 billion or US$3.6 billion (per 1998 exchange rates). It is expected to be repaid by charging drivers a toll to cross the bridge. The toll is 2,300 yen and the bridge is used by approximately 23,000 cars per day.

Text imported from Wikipedia article "Akashi Kaikyo Bridge" and modified on 21 February 2022 according to the CC-BY-SA 3.0 license.

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