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Tsing Ma Bridge

Coordinates:22°21′05″N114°04′27″E/ 22.35139°N 114.07417°E/22.35139; 114.07417
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Tsing Ma Bridge

Thanh mã đại kiều
A large concrete suspension bridge.
View from Tsing Yi
Coordinates22°21′05″N114°04′27″E/ 22.35139°N 114.07417°E/22.35139; 114.07417
CarriesTrains, motor vehicles
CrossesMa Wan Channel
LocaleNew Territories,Hong Kong
OwnerHong Kong Government
Maintained byTIML MOM Limited
(under contract toHighways Department)
Characteristics
DesignDouble-deckedsuspension bridge
Width41 metres (135 ft)
Longest span1,377 metres (4,518 ft)
Clearance below53 metres (174 ft) (official shipping height restriction)[1]
No.oflanes6 (upper deck), 2 (lower deck)
Rail characteristics
No.oftracks2
Track gauge1,432 mm(4 ft8+38in)
Electrified1.5kVDC
History
DesignerMott MacDonald
Constructed byAnglo Japanese Construction Joint Venture
Construction startMay 1992;32 years ago(1992-05)
Construction endMay 1997;27 years ago(1997-05)
Construction costHK$7.14 billion
Opened22 May 1997;27 years ago(1997-05-22)
Inaugurated27 April 1997;27 years ago(1997-04-27)
Statistics
Daily traffic87,764 (2016)[2](Lantau Link)
TollNo (Since 27 December 2020)
Location
Map
Tsing Ma Bridge
Traditional ChineseThanh mã đại kiều
Simplified ChineseThanh mã đại kiều
Literal meaningTsing Yi-Ma WanGreat Bridge
Transcriptions
Standard Mandarin
Hanyu PinyinQīngmǎ Dàqiáo
Hakka
RomanizationCiang1 ma1 tai4 kiau2
Yue: Cantonese
Yale RomanizationChing1 ma5 daai6 kiu4
JyutpingCing1 maa5 daai6 kiu4

Tsing Ma Bridgeis a bridge inHong Kong.It is the world's16th-longest spansuspension bridge,and was the second longest at the time of its completion.[3]The bridge was named after the two islands it connects, namelyTsing YiandMa Wan.It has two decks and carries bothroadandrail traffic,which also makes it the largest suspension bridge of this type. The bridge has a main span of 1,377 metres (4,518 ft) and a height of 206 metres (676 ft). The span is the longest of all bridges in the world carrying rail traffic.

The 41-metre-wide (135 ft) bridge deck carries six lanes of automobile traffic, with three lanes in each direction. The lower level contains two rail tracks and two sheltered carriageways used for maintenance access and traffic lanes when particularly severetyphoonsstrike Hong Kong and the bridge deck is closed to traffic.[4]

History

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Background

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The Tsing Ma Bridge is the most prominent element of theLantau Link,an infrastructure project built to connectLantau,Hong Kong's largest island, to the urbanised areas of the territory. Until this link opened in 1997, Lantau Island could only be accessed by water, and was completely rural. The Lantau Link was built as part of theAirport Core Programme,which ultimately served to provide Hong Kong witha brand new airport at Chek Lap Kok(off the north coast of Lantau) to replace the older, congestedKai Tak Airport.

Construction

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Numerous consortia bid on the contract to construct the bridge. Hyundai made the lowest bid but were disqualified for non-compliance with the financial requirements.[5]A Japanese bid was ruled out for being too expensive. The Anglo Japanese Construction Joint Venture, comprisingCostain,Mitsui,andTrafalgar House,won the job.[6]Construction work on the bridge began in May 1992.[5]Gammon Constructionconstructed thecaissonsfor the bridge towers. The framework for each caisson was floated into place and sunk, and then filled with concrete underwater.[7]The two caissons on the Ma Wan side weigh 4,500 tons each, while those on the Tsing Yi side (closer to shore) each weigh about 3,000 tons.[7]Land reclamation was carried out at both ends of the bridge. The more substantial reclamation on Ma Wan was used as a work platform for construction crews.[7]

The first steel deck segment was lifted into place in late 1994.[8]The approach deck segments were constructed in Britain and Dubai and then shipped to Hong Kong for assembling. The main span segments were built byCleveland Bridge & Engineering Companyin the U.K. and by Mitsui in Japan.[8]The climbing cranes used to erect the tower portals were coincidentally also used on theHSBC Main Buildinga decade earlier, as well as atCanary Wharfin the interim.[9]

Inauguration

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Construction was finished in May 1997. It cost HK$7.2 billion. TheLantau Link,of which the bridge is an integral part, was inaugurated on 27 April 1997 by former British Prime MinisterMargaret Thatcher.[1]Security was extremely tight as Thatcher was considered one of the top targets of theIrish Republican Army.[10]

The commemoration ceremony began with a flotilla of police and other government vessels passing beneath the bridge, beforeGovernment Flying ServiceandRoyal Air Forceaircraft flew above the concrete towers.[11]Thatcher, Chief SecretaryAnson Chan,and GovernorChris Pattenthen switched on the bridge lights and drove across the span with other dignitaries. The celebration concluded with a 20-minute firework and laser show, featuring fire pouring from the length of the bridge, engineered by the Pyromagic Productions company.[11]Chief Executive-designateTung Chee-hwadeclined to attend as he said he would rather meet with officials in Guangdong.[11][12]

The opening ceremony was highly anticipated and attracted more than 100,000 spectators, most of them standing alongCastle Peak Road,which was closed to road traffic.[13]TheTuen Mun Roadwas also closed to traffic from 7:40 to 8:20 pm, and a 20-minute fireworks display, costing HK$5 million, began at 8 pm.[10][14]MTR,Citybus,andKCR Corporationarranged special transport services for the event.[15]More than 2,300 police officers were deployed, and the crowd control exercise was studied by the police for its relevance to the upcomingHandoverceremony.[13]Three boating accidents occurred during the bridge inauguration.[13]

The Lantau Link was opened to traffic on 22 May 1997 at 8:00 am. Cars queued for four hours before police opened the bridge.[16]Snaking queues also formed at bus stations at 7:00 am as passengers sought to view the new infrastructure as well as theNorth Lantau New Town,which was still under construction.[16]

The first road accident on the Lantau Link occurred on the Tsing Ma Bridge on 23 May 1997. Two motorcyclists were injured in a collision with a lorry.[17]The police warned the public not to rush to use the new bridges and highways to avoid causing chaos.[17]

Two special bus routes came into operation on 24 May 1997 for passengers to view the Lantau Link. The X21 and X31 buses ran fromTai Kok TsuiandTsuen Wan,respectively.[17]

Operation

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The Tsing Ma Bridge crosses theMa Wan Channel,linking the islands of Tsing Yi and Ma Wan. It is part of theLantau Link,which links theNew TerritoriesandLantau Island,and eventually leads to theHong Kong International AirportonChek Lap Kokvia theNorth Lantau Highway.

The Tsing Ma Bridge is an important gateway to Lantau Island. It is part of theRoute 8 expressway,which connects the Lantau Link, theWest Kowloonexpressway,Cheung Sha WanandSha Tin.The rail line is shared by theMTR'sTung Chung lineandAirport Express.

The bridge, together with other highway, bridge and tunnel connections in the area, are part of theTsing Ma Control Areaunder the Tsing Ma Control Area Ordinance (Cap. 498) inHong Kong Law.[18]The control area has been managed byTsing Ma Management Limitedsince opening. The control area's traffic management system was developed byDelcan CorporationofToronto,Ontario,Canada.Special regulations and by-laws apply in the area.

Along with theTing Kau BridgeandKap Shui Mun Bridge,the bridge is monitored by theWind and Structural Health Monitoring System(WASHMS).Surveillance camerasare also installed on the bridge to record traffic conditions. The video is available at the government website.[19]It is updated every two minutes.

There are no longer tolls on Lantau Link since 27 December 2020. Before, the fee of using Tsing Ma bridge for motorcycles, private cars, public double-decker buses and heavy goods vehicles areHK$10, $15, $30 and $40 respectively, charged both directions.[20]The normalspeed limiton the bridge is 80 kilometres per hour (50 mph), subject to lowering in the event of road work or strong wind. Traffic may also be directed to the sheltered carriageways on the lower deck when there are very strong winds. There are no pavements on the bridge.

Design

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Ma Wan abutment
Tsing Ma bridge viewed from Ma Wan underdense fog

The bridge was designed byMott MacDonald.[21]The firm designed an early iteration of the bridge in 1982, with a two lane dual carriageway on the top deck, and a light railway on the lower deck.[22]The bridge was redesigned beginning in 1989 to account for the three lane dual highway and the heavier airport railway. The designers were inspired by theForth Bridgein Scotland and theSevern Bridgein England.[22]

Wind tunnel testing

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The objectives of thewind tunnelstudies were to demonstrate the safety of the structure under construction and once completed, both with respect toaerodynamicstabilityas well as the possible effects of extreme typhoon wind speeds. A further objective was to provide dynamic response data at several key locations to compare with full scale data from the ongoing monitoring program, conducted by theHighways Departmentof Hong Kong.

A 1 to 80 scale section model of the deck in the erection stage, and a 1 to 400 scale full aeroelastic model of the entire bridge were constructed. It is aMonte-Carlosimulation of the typhoon wind climate. The full model was tested in different stages of construction in turbulent boundary layer flow, complete with the localtopographyto model the wind conditions at the site. The model tests identified critical stages of erection that allowed the construction schedule of the bridge to be tailored to avoid the typhoon season. The comparison of model test results and the full scale monitoring will assist engineers to better understand the behaviour of long span bridges in wind and to improve current design methods.

Major components

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Cable band for Tsing Ma Bridge undergoing dimensional inspection

There is one tower located onWok Tai Wanof Tsing Yi side and another on a man-made island 120 metres (390 ft) off the coast of Ma Wan.[23]Both towers are 206 metres (676 ft) above sea level and founded on relatively shallow bedrock. The towers are two-legged with trusses at intervals, in the form of portal beam design. The legs were constructed with high-strength concrete of 50 MPa (concrete grade 50/20) strength, using a slipform system in a continuous operation.

The pulling force in the main suspension cables is taken up by large gravity anchorages located at both ends of the bridge.[24]They are massive concrete structures deeply seated on bedrock on the landside of Tsing Yi and Ma Wan island. The total weight of concrete used in the Tsing Yi anchorage is 200,000 tonnes, and Ma Wan Anchorage has 250,000 tonnes of concrete.

The cables were constructed by an aerial spinning process. The process involved drawing wires from a constant-tension supply, and pulling loops of these wires from one anchorage to the other, passing through a 500-tonne cast-iron saddle on top of each bridge tower seating the cable. A total of 70,000 galvanised wires of 5.38-millimetre (0.212 in) diameter were placed and adjusted to form the two 1.1-metre (3.6 ft) diameter main cables.

The steelwork for the deck structure was fabricated in Britain and Japan. After delivery, they were further processed and assembled inDongguan,China into standard deck modules. A total of 96 modules, each 18 metres (59 ft) long and about 480 tonnes in weight, were prepared. These deck modules were brought to the site by specially designed barges and raised into the deck position by a pair ofstrand jackgantries that could manoeuvre along the main cable.

The approach span on the Tsing Yi side is similar in form and cross-section to the suspended deck, but is supported on piers instead by cables. The first span was assembled on the ground and raised into position using strand jacks. Further construction then proceeded in cantilever in smaller sections, using derrick cranes stationed on the deck level. Anexpansion jointwhich allowed for a maximum thermal movement of ± 835 millimetres (32.9 in) was also provided and located inside the approach span.

The bridge parapets are of a special design by Hong Kong standards, comprising high-tension steel strands anchored on metal posts.[25]

Ship impact protection

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The rock seawalls around the base of each bridge tower are capable of halting a 220,000 tonne ship moving at eight knots.[26]

Tourism

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TheHong Kong Marathonutilised the bridge until 2016. Because of complaints over traffic, organisers were forced to remove the bridge from the marathon course.

The Tsing Ma Bridge has become a scenic spot as well as a landmark. There is a visitor centre, the Lantau Link Visitor Centre and Viewing Platform, located at the northwest corner of Tsing Yi Island, near the bridge's Tsing Yi end. From the Scenery Viewing Platform, one can also see theTing Kau BridgeandKap Shui Mun Bridge.The bridge can also be seen from theAirport Core Programme Exhibition Centrelocated about 2 kilometres (1.2 mi) north of the bridge.

See also

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References

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  1. ^abHeaver, Stuart (17 June 2017)."Tsing Ma Bridge height debacle costing Hong Kong billions".South China Morning Post.
  2. ^"Section 4: Road Tunnels and Control Areas".2017 Annual Transport Digest.Transport Department.
  3. ^"10 Tallest Bridges in the World | Top Weird,Odd and Cool lists".Weirdly Odd. 1 December 2010.Retrieved29 April2013.
  4. ^Evaluation of typhoon induced fatigue damage for Tsing Ma BridgeArchived26 January 2020 at theWayback Machine[1]
  5. ^ab"Work starts on Tsing Ma contract".South China Morning Post.28 May 1992. p. 35.
  6. ^Davis, Chris (22 May 1997). "Engineering marvel becomes territory's latest landmark".South China Morning Post.p. 1.
  7. ^abc"Gammon begins bridge under the water".South China Morning Post.30 July 1992. p. 26.
  8. ^abWallis, Keith (25 October 1994). "Tsing Ma milestone reached".South China Morning Post.p. 4.
  9. ^Metcalfe, Tim (29 April 1997). "Kvaerner's expertise in building spans the years".South China Morning Post.p. 25.
  10. ^ab"Security tight for Thatcher's bridge opening".South China Morning Post.27 April 1997. p. 4.
  11. ^abcDelfino, Brendan (28 April 1997). "Territory's new gateway opens in spectacular style".South China Morning Post.p. 1.
  12. ^Wallen, David; Lo, Alex (30 April 1997). "Firework harmony hopes up in smoke".South China Morning Post.p. 3.
  13. ^abcLee, Stella (29 April 1997). "Spotlight on crowd control for handover".South China Morning Post.
  14. ^Flint, John (17 April 1997). "Lantau link fireworks not for the faint-hearted".South China Morning Post.p. 5.
  15. ^Lo, Alex (26 April 1997). "Long march home faces fireworks fans".South China Morning Post.p. 5.
  16. ^abDelfino, Brendan (23 May 1997). "Woman injured as hundreds cross link".South China Morning Post.p. 4.
  17. ^abcFlint, John; Lo, Clifford (24 May 1997). "Police issue warning after crash on Link".South China Morning Post.p. 4.
  18. ^"Parsons Brinckerhoff: Tsing Ma Control Area, Traffic Control and Surveillance System".Pbworld. Archived fromthe originalon 20 February 2013.Retrieved29 April2013.
  19. ^"Surveillance cameras of Transportation Department".Archived fromthe originalon 5 June 2019.Retrieved29 October2004.
  20. ^"plaza".Archived fromthe originalon 9 December 2017.Retrieved4 December2018.
  21. ^Clarke, Rachel (25 October 1997). "Construction 'Oscars' go to Tsing Ma span".South China Morning Post.p. 4.
  22. ^ab"New bridge a dream come true".South China Morning Post.28 May 1992. p. 35.
  23. ^"Tsing Ma Bridge".Cityu.edu.hk. Archived fromthe originalon 16 May 2019.Retrieved29 April2013.
  24. ^"Tsing Ma Bridge Anchorages, Hong Kong".Geo-Design. Archived fromthe originalon 20 April 2013.Retrieved29 April2013.
  25. ^"Tuen Mun Road Traffic Incident – The Use of Vehicular Parapets and Proposed Way Forward"(PDF).Legislative Council Panel on Transport. 16 July 2003.Archived(PDF)from the original on 9 October 2022.
  26. ^"'Gateway to China' plan moves ahead ".South China Morning Post.27 November 1992. p. 62.

Further reading

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  • Y. L. Xu, J. M. Ko and Z. Yu. "Modal analysis of tower-cable system of Tsing Ma long suspension bridge".Engineering Structures.Volume 19, Issue 10, October 1997, pp. 857–867.
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22°21′05″N114°04′27″E/ 22.35139°N 114.07417°E/22.35139; 114.07417

Preceded by
Nam Wan Tunnel
Hong Kong Route 8

Tsing Ma Bridge
Succeeded by
Ma Wan Viaduct