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For the film, see. For the rock formation, see.

Howrah Bridge is a with a over the in, India. Commissioned in 1943, the bridge was originally named the New Howrah Bridge, because it replaced a at the same location linking the two don bosco school liluah photos cities of and (Calcutta). On 14 June 1965 it was renamed Rabindra Setu after the great poet, who was the first Indian and Asian. It is still popularly known as the Howrah Bridge.

The bridge is one of four on the and is a famous symbol of and. The other bridges are the (popularly called the Second Hooghly Bridge), the, and the newly built. It weathers the storms of the region, carrying a daily of approximately 100,000 vehicles[11] and possibly more than 150,000 pedestrians, easily making it the busiest cantilever bridge in the world. The third-longest cantilever bridge at the time of its construction, the Howrah Bridge is currently the sixth-longest bridge of its type in the world.



1862 proposal by Turnbull[]

In 1862, the Government of Bengal asked, chief engineer of the to study the feasibility of bridging the Hooghly River. He had recently established the company's. He reported on 19 March, with large-scale drawings and estimates, that:

  1. The foundations for a bridge at Calcutta would be at a considerable depth and cost because of the depth of the mud there.
  2. The impediment to shipping would be considerable.
  3. A good place for the bridge was at Pulta Ghat "about a dozen miles north of Calcutta" where a "bed of stiff clay existed at no great depth under the river bed".
  4. A suspended-girder bridge of five spans of 400 feet (120 m) and two spans 200 feet (61 m) would be ideal.

The bridge was built.

Pontoon bridge[]

The old pontoon bridge that was later replaced by the Howrah Bridge

In view of the increasing traffic across the Hooghly river, a committee was appointed in 1855-56 to review alternatives for constructing a bridge across it. The plan was shelved in 1859-60, to be revived in 1868, when it was decided that a bridge should be constructed and a newly appointed trust vested to manage it. The was founded in 1870, and the Legislative department of the then Government of Bengal passed the Howrah Bridge Act in the year 1871 under the Bengal Act IX of 1871, empowering the Lieutenant-Governor to have the bridge constructed with Government capital under the aegis of the Port Commissioners.

The Howrah Bridge Act of 1871

Eventually a contract was signed with to construct a. Different parts were constructed in England and shipped to Calcutta, where they were assembled. The assembling period was fraught with problems. The bridge was considerably damaged by the great cyclone on 20 March 1874. A steamer named Egeria broke from her moorings and collided head-on with the bridge, sinking three pontoons and damaging nearly 200 feet of the bridge. The bridge was completed in 1874, at a total cost of ₹2.2 million, and opened to traffic on 17 October of that year. The bridge was then 1528 ft. long and 62 ft. wide, with 7-foot wide pavements on either side. Initially the bridge was periodically unfastened to allow steamers and other marine vehicles to pass through. Before 1906, the bridge used to be undone for the passage of vessels during daytime only. Since June of that year it started opening at night for all vessels except ocean steamers, which were required to pass through during daytime. From 19 August 1879, the bridge was illuminated by electric lamp-posts, powered by the dynamo at the Mullick Ghat Pumping Station. As the bridge could not handle the rapidly increasing load, the Port Commissioners started planning in 1905 for a new improved bridge.

Plans for a new bridge[]

In 1906 the Port Commission appointed a committee headed by R.S. Highet, Chief Engineer, and W.B. MacCabe, Chief Engineer, Calcutta Corporation. They submitted a report stating that

Bullock carts formed the eight - thirteenths of the vehicular traffic (as observed on 27 August 1906, the heaviest day's traffic observed in the port of Commissioners 16 days' Census of the vehicular traffic across the existing bridge). The roadway on the existing bridge is 48 feet wide except at the shore spans where it is only 43 feet in roadways, each 21 feet 6 inches wide. The roadway on the new bridge would be wide enough to take at least two lines of vehicular traffic and one line of trams in each direction and two roadways each 30 feet wide, giving a total width of 60 feet of road way which are quite sufficient for this purpose [...]
The traffic across the existing floating bridge Calcutta & Howrah is very heavy and it is obvious if the new bridge is to be on the same site as the existing bridge, then unless a temporary bridge is provided, there will be serious interruptions to the traffic while existing bridge is being moved to one side to allow the new bridge to be erected on the same site as the present bridge.

The committee considered six options:

  1. Large ferry steamers capable of carrying vehicular load (set up cost ₹900,000, annual cost ₹437,000)
  2. A transporters bridge (set up cost ₹2 million)
  3. A tunnel (set up cost ₹338.2 million, annual maintenance cost ₹1779,000)
  4. A bridge on piers (set up cost ₹22.5 million)
  5. A floating bridge (set up cost ₹2140,000, annual maintenance cost ₹200,000)
  6. An arched bridge

The committee eventually decided on a floating bridge. It extended tenders to 23 firms for its design and construction. Prize money of 3,000 (₹45,000, at the then exchange rate) was declared for the firm whose design would be accepted.

Planning and estimation[]

The Howrah Bridge Amendment Act, 1935

The initial construction process of the bridge was stalled due to the, although the bridge was partially renewed in 1917 and 1927. In 1921 a committee of engineers named the 'Mukherjee Committee' was formed, headed by, Sir Clement Hindley, Chairman of Calcutta Port Trust and J. McGlashan, Chief Engineer. They referred the matter to, who proposed a single span. Charles Alfred O"Grady one of the Engineers

In 1922 the New Howrah Bridge Commission was set up, to which the Mukherjee Committee submitted its report. In 1926 the New Howrah Bridge Act passed. In 1930 the Goode Committee was formed, comprising S.W. Goode as President, S.N. Mallick, and W.H. Thompson, to investigate and report on the advisability of constructing a pier bridge between Calcutta and Howrah. Based on their recommendation, M/s. Rendel, Palmer and Tritton were asked to consider the construction of a of a particular design prepared by their chief draftsman Mr. Walton. On basis of the report, a global tender was floated. The lowest bid came from a German company, but due to increasing political tensions between Germany and Great Britain in 1935, it was not given the contract. The was awarded the construction contract that year. The New Howrah Bridge Act was amended in 1935 to reflect this, and construction of the bridge started the next year.


The bridge does not have nuts and bolts, but was formed by riveting the whole structure. It consumed 26,500 tons of steel, out of which 23,000 tons of high-tensile alloy steel, known as Tiscrom, were supplied by. The main tower was constructed with single monolith of dimensions 55.31 x 24.8 m with 21 shafts, each 6.25 metre square. The Chief Engineer of the Port Trust, Mr. J. McGlashan, wanted to replace the pontoon bridge, with a permanent structure, as the present bridge interfered with North/South river traffic. Work could not be started as World War I (1914-1918) broke out. Then in 1926 a commission under the Chairmanship of Sir R. N. Mukherjee recommended a suspension bridge of a particular type to be built across the River Hoogly. The bridge was designed by one Mr.Walton of M/s Rendel, Palmer & Triton. The order for construction and erection was placed on M/s.Cleveland Bridge & Engineering Company in 1939. Again World War II (1939-1945 ) intervened. All the steel that was to come from England were diverted for war effort in Europe. Out of 26,000 tons of steel, that was required for the bridge, only 3000 tons were supplied from England. In spite of the Japanese threat, the then (British) government of India pressed on with the construction. Tata Steel were asked to supply the remaining 23,000 tons of high tension steel. The Tatas developed the quality of steel required for the bridge and called it Tiscom. The entire 23,000 tons was supplied in time. The fabrication and erection work was awarded to a local engineering firm of Howrah: the. The two anchorage caissons were each 16.4 m by 8.2 m, with two wells 4.9 m square. The caissons were so designed that the working chambers within the shafts could be temporarily enclosed by steel diaphragms to allow work under compressed air if required. The caisson at Kolkata side was set at 31.41 m and that at Howrah side at 26.53 m below ground level.

One night, during the process of grabbing out the muck to enable the caisson to move, the ground below it yielded, and the entire mass plunged two feet, shaking the ground. The impact of this was so intense that the at registered it as an and a on the shore was destroyed, although it was subsequently rebuilt. While muck was being cleared, numerous varieties of objects were brought up, including anchors, grappling irons, cannons, cannonballs, brass vessels, and coins dating back to the. The job of sinking the caissons was carried out round-the-clock at a rate of a foot or more per day. The caissons were sunk through soft river deposits to a stiff yellow clay 26.5 m below ground level. The accuracy of sinking the huge caissons was exceptionally precise, within 50–75 mm of the true position. After penetrating 2.1 m into clay, all shafts were plugged with after individual dewatering, with some 5 m of backfilling in adjacent shafts. The main on the Howrah side were sunk by open wheel, while those on the Kolkata side required compressed air to counter running sand. The air pressure maintained was about 40 lbs per square inch (2.8 ), which required about 500 workers to be employed. Whenever excessively soft soil was encountered, the shafts symmetrical to the caisson axes were left unexcavated to allow strict control. In very stiff clays, a large number of the internal wells were completely undercut, allowing the whole weight of the caisson to be carried by the outside and the under the external wall. Skin friction on the outside of the monolith walls was estimated at 29 kN/m2 while loads on the cutting edge in clay overlying the founding stratum reached 100 tonnes/m. The work on the foundation was completed on November 1938.

By the end of 1940, the erection of the cantilevered arms was commenced and was completed in mid-summer of 1941. The two halves of the suspended span, each 282 feet (86 m) long and weighing 2,000 tons, were built in December 1941. The bridge was erected by commencing at the two anchor spans and advancing towards the center, with the use of creeper cranes moving along the upper chord. 16, each of which had an 800-ton capacity, were pressed into service to join the two halves of the suspended span.

The entire project cost ₹25 million (2,463,887). The project was a pioneer in bridge construction, particularly in India, but the government did not have a formal opening of the bridge due to fears of attacks by Japanese planes fighting the. Japan had attacked the United States at Pearl Harbor on December 7, 1941. The first vehicle to use the bridge was a solitary.

The bridge is regarded "the gateway to Kolkata, as it connects the city to the Howrah Station".



Elevation of Howrah bridge

When commissioned in 1943, Howrah was the 3rd-longest cantilever bridge in the world, behind (549 metres (1,801 ft)) in Canada and (521 metres (1,709 ft)) in Scotland. It has since been surpassed by three bridges, making it the sixth-longest cantilever bridge in the world in 2013. It is a bridge, with a central span 1,500 feet (460 m) between centers of main towers and a suspended span of 564 feet (172 m). The main towers are 280 feet (85 m) high above the monoliths and 76 feet (23 m) apart at the top. The anchor arms are 325 feet (99 m) each, while the cantilever arms are 468 feet (143 m) each. The bridge deck hangs from panel points in the lower chord of the main with 39 pairs of hangers. The roadways beyond the towers are supported from ground, leaving the anchor arms free from deck load. The deck system includes cross girders suspended between the pairs of hangers by a pinned connection. Six rows of longitudinal stringer girders are arranged between cross girders. Floor beams are supported transversally on top of the stringers, while themselves supporting a continuous pressed steel troughing system surfaced with.

The longitudinal expansion and lateral sway movement of the deck are taken care of by expansion and articulation joints. There are two main expansion joints, one at each interface between the suspended span and the cantilever arms, and there are others at the towers and at the interface of the steel and concrete structures at both approach. There are total 8, 3 at each of the cantilever arms and 1 each in the suspended portion. These joints divide the bridge into segments with vertical pin connection between them to facilitate rotational movements of the deck. The bridge deck has longitudinal ruling of 1 in 40 from either end, joined by a vertical curve of radius 4,000 feet (1,200 m). The cross gradient of deck is 1 in 48 between kerbs.


Bridge traffic Traffic Flow for fast moving heavy vehicles Year Trams Buses/Vans Trucks 1959 13% 41% 46% 1986 4% 80% 16% 1990 3% 82% 15% 1992 2% 80% 18% 1999 - 89% 11% Traffic Flow for fast moving light vehicles Year Two-wheelers/Autos Cars/Taxis 1959 2.47% 97.53% 1986 24% 76% 1990 27% 73% 1992 26% 74% 1999 20% 80%

The bridge serves as the gateway to, connecting it to the, which is one of the four intercity train stations serving Howrah and Kolkata. As such, it carries the near entirety of the traffic to and from the station, taking its average daily traffic close to nearly 150,000 pedestrians and 100,000 vehicles. In 1946 a census was taken to take a count of the daily traffic, it amounted to 27,400 vehicles, 121,100 pedestrians and 2,997 cattle. The bulk of the vehicular traffic comes from buses and cars. Prior to 1993 the bridge used to carry trams also. departed from the terminus at Howrah station towards,,,, and. From 1993 the tram services on the bridge were discontinued due to increasing load on the bridge. However the bridge still continues to carry much more than the expected load. A 2007 report revealed that nearly 90,000 vehicles were plying on the bridge daily (15,000 of which were goods-carrying), though its load-bearing capacity is only 60,000. One of the main reasons of overloading was that although vehicles carrying up to 15 tonnes are allowed on the structure, vehicles with 12-18 wheels and carrying load up to 25 tonnes often plied on it. 31 May 2007 onwards, overloaded trucks were banned from plying on the bridge, and were redirected to the instead. The road is flanked by footpaths of width 15 feet, and they swarm with pedestrians.


View of Howrah Bridge, c. 1945

The (KoPT) is vested with the maintenance of the bridge. The bridge has been subject to damage from vehicles due to rash driving, and corrosion due to atmospheric conditions and biological wastes. On October 2008, 6 high-tech surveillance cameras were placed to monitor the entire 705 metres (2,313 ft) long and 30 metres (98 ft) wide structure from the control room. Two of the cameras were placed under the floor of the bridge to track the movement of barges, steamers and boats on the river, while the other four were fixed to the first layer of beams — one at each end and two in the middle — to monitor vehicle movements. This was in response to substantial damage caused to the bridge from collisions with vehicles, so that compensation could be claimed from the miscreants.

Corrosion has been caused by bird droppings and human spitting. An investigation in 2003 revealed that as a result of prolonged chemical reaction caused by continuous collection of bird excreta, several joints and parts of the bridge were damaged. As an immediate measure, the Kolkata Port Trust engaged contractors to regularly clean the bird droppings, at an annual expense of ₹500,000 (US,000). In 2004, KoPT spent ₹6.5 million (US,000) to paint the entirety of 2.2 million square metres (24 million square feet) of the bridge. Two coats of paint, with a primer of before that, was applied on the bridge, requiring a total of 26,500 litres of paint.

The illuminated Howrah Bridge at night

The bridge is also considerably damaged by pedestrians out acidic, -mixed stimulants ( and ). A technical inspection by Port Trust officials in 2011 revealed that spitting had reduced the thickness of the steel hoods protecting the pillars from six to less than three millimeters since 2007. The hangers need those hoods at the base to prevent water seeping into the junction of the cross-girders and hangers, and damage to the hoods can jeopardize the safety of the bridge. KoPT announced that it will spend ₹2 million (US,000) on covering the base of the steel pillars with casing to prevent spit from corroding them.

On 24 June 2005, a private M V Mani, belonging to the Ganges Water Transport Pvt. Ltd, while trying to pass under the bridge during high tide, had its stuck underneath for three hours, causing substantial damage worth about ₹15 million to the stringer and longitudinal girder of the bridge. Some of the 40 cross-girders were also broken. Two of four trolley guides, bolted and welded with the girders, were extensively damaged. Nearly 350 metres (1,150 ft) of 700 metres (2,300 ft) of the track were twisted beyond repair. The damage was so severe that KoPT requested help from Rendall-Palmer & Tritton Limited, the original consultant on the bridge from UK. KoPT also contacted for 'matching steel' used during its construction in 1943. For the repair, which cost around ₹5 million (US,000), about 8 tonnes of steel was used. The repairs were completed in early 2006.

Cultural significance[]

Pedestrians on the bridge

The bridge has been shown in numerous films, such as 's 1953 film, 's in 1958, 's in the same year, 's in 1959, 's (1958), that featured the famous song and (1962) and (1971), Amar Jeet's 1965 in 1965, 's 1972 winning film and Sen's Calcutta Trilogy its sequel in 1973,, 's 1982 winning film, 's 1984 Hindi film, 's in 1985, 's in 1988, 's film in 1992, 's film in 2004, 's Bollywood film in 2004, 's 2005 Bollywood film, 's 2008 Bengali film, 's 2006 film, 's 2008 Malayalam Film, 's 2009 Tamil film, 's 2009 Hindi film, 's 2010 Bengali film, 's 2012 Bollywood film, 's 2012 Hindi film, 's 2012 Bengali film, Rana Basu's 2013 Bengali film, and 's 2014 Hindi film and the 2015 YRF release from director 's "'s""also features some scenes on this iconic bridge. The bridge was also featured in ' Academy Award-nominated 2016 film.

See also[]


  1. . Retrieved 2011-11-21.
  2. . Retrieved 2011-11-26.
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  9. ^. The Times Of India. 29 May 2003. Retrieved 2011-11-21.
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  12. ^. Retrieved 2011-11-21.
  13. ^ Victor D. Johnson (2007). Essentials Of Bridge Engineering. Oxford & Ibh Publishing Co. Pvt Ltd. p. 259.
  14. Durkee, Jackson (24 May 1999), (PDF), American Institute of Steel Construction, Inc, archived from (PDF) on 1 June 2002, retrieved 2009-01-02
  15. Diaries of George Turnbull held in Cambridge University, England.
  16. ^. Retrieved 2011-11-21.
  17. . Archived from on 28 October 2011. Retrieved 21 November 2011.
  18. Kasturi Rangan (2003). The Shaping of Indian Science: 1914-1947. Universities Press. p. 494.
  19. Ponnuswamy (2007). Bridge Engineering. Tata Mcgraw Hill Education Private Limited. p. 304.
  20. ^ William Warren; Luca Invernizzi Tettoni; Luca Invernizzi (2001). Singapore, city of gardens. Periplus Editions. p. 369.
  21. ^ Das, Soumitra (6 July 2008).. The Telegraph. Calcutta, India. Retrieved 2011-11-21.
  22. . Retrieved 2016-10-20.
  23. (PDF). Calcutta, India. 9 September 2013. Retrieved 2014-11-02.
  24. . The Telegraph. Calcutta, India. 14 April 2007. Retrieved 2011-11-21.
  25. Mandal, Sanjay (15 May 2010).. The Telegraph. Calcutta, India. Retrieved 2011-11-21.
  26. Sengupta, Swati (17 September 2004).. The Telegraph. Calcutta, India. Retrieved 2011-11-21.
  27. Burke, jason (26 May 2010).. New Delhi:. Retrieved 7 May 2012.
  28. Bhattasali, Amitabha (23 November 2011).. Kolkata:. Retrieved 7 May 2012.
  29. . Retrieved 2011-11-21.
  30. Mandal, Sanjay (14 November 2011).. The Telegraph. Calcutta, India. Retrieved 2011-11-21.
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  33. Mandal, Sanjay (2 January 2006).. The Telegraph. Calcutta, India.

External links[]


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