Vidyasagar Setu, the Second Hooghly Bridge...
Vidyasagar Setu, also known as the Second Hooghly Bridge, is a toll bridge over the Hooghly River, linking the cities of Kolkata and Howrah.
With a total length of 823 meters (2,700 ft), Vidyasagar Setu is the first and longest cable-stayed bridge in India, as the 3rd Narmada Bridge in Gujarat is an extra-dosed bridge. It was the second bridge to be built across the Hooghly River; the first, the Howrah Bridge (also known as Rabindra Setu) 3.7 kilometers (2.3 mi) to the north, was completed in 1943. Named after the educationist reformer Pandit Ishwar Chandra Vidyasagar, it cost ₹3.88 billion to build. The project was a joint effort between the public and private sectors, under the control of the Hooghly River Bridge Commissioners (HRBC).
The importance of the bridge has increased manifold since 2013, as the West Bengal State Secretariat had shifted its office to Nabanna, located adjacent to the bridge on the Howrah side.
Initially, under the toll collection regime of the HRBC, daily traffic was recorded to be a minimum of 28,000 vehicles and a maximum of 39,000 vehicles in 2000, but fell to a maximum of around 30,000 vehicles by December 2002, when the management of the toll the plaza was handed over to a private firm. Subsequently, the daily traffic reached a minimum of 45,000 vehicles and a maximum of 61,000 vehicles by early 2008, against a maximum capacity of 85,000 vehicles per day. The original management of the toll revenue collection by HRBC was consequently criticized for corruption and significant loss of revenue.
History of the bridge
The foundation stone for the bridge was laid by Indira Gandhi on 20 May 1972. The bridge took more than 22 years to complete and cost ₹3.88 billion (equivalent to ₹24 billion or US$340 million in 2019), but in seven of those years, there was no construction activity. The bridge is named after the 19th-century Bengali educationist reformer Pandit Ishwar Chandra Vidyasagar. Work on the cable-stayed bridge started with the construction of the good curb on the Calcutta bank end on 3 July 1979.
There are three other bridges on the Hooghly River connecting Kolkata with Howrah district: Vivekananda Setu built-in 1930, (road-cum-rail bridge) – the first to be commissioned, and which had become old and needed repairs; Howrah Bridge, a cantilever bridge commissioned in 1943, now renamed as Rabindra Setu (since 1965 in honor of the Noble Laurette Rabindranath Tagore); and Nivedita Setu (named after Sister Nivedita), also known as the Second Vivekananda Setu, which are 50 meters (160 ft) downstream of the old Vivekananda Setu and was commissioned on 4 June 2007. Kona Expressway and Vidyasagar Setu experienced an exponential rise in the volume of traffic over a couple of years. Over 100,000 vehicles take the expressway to reach Calcutta via Vidyasagar Setu.
Construction of the
bridge
Vidyasagar Setu sunset
The bridge was designed by Schlaich Bergermann & Partner and checked by
Freeman Fox & Partners and Bharat Bhari Udyog Nigam Limited. Construction
was carried out by the consortium of "The Braithwaite Burn and Jessop
Construction Company Limited" (BBJ). The Hooghly River Bridge Commission
(HRBC) was responsible for the commissioning operations of the bridge.
Construction began on 3 July 1979, and the bridge was commissioned on 10
October 1992 by the Hooghly River Bridge Commission.
Architectural features
Vidyasagar Setu is a cable-stayed bridge, with 121 cables in a fan arrangement, built using steel pylons 127.62 meters (418.7 ft) high. Vidyasagar Setu is the longest cable-stayed bridge in India with a total length of 823 meters (2,700 ft). As the 3rd Narmada Bridge in Gujarat is an Extradosed bridge. The deck is made of composite steel-reinforced concrete with two carriageways. The total width of the bridge is 35 meters (115 ft), with 3 lanes in each direction and 1.2 meters (3 ft 11 in)-wide footpath on each side. The deck over the main span is 457.20 meters (1,500.0 ft) long. The two side spans are supported by parallel wire cables and 182.88 meters (600.0 ft). Vidyasagar Setu is a toll bridge. It has the capacity to handle more than 85,000 vehicles in a day.
The design of the bridge differs slightly from other bridges, which are of live load composite construction. The difference is in the dead load design concept adopted for this bridge and concreting of the side spans done with support provided by the intermediate trestle. The deck is designed with a grid structure of girders. One set of girders are at the end and another set in the middle, which is braced by girders spaced on an average at 4.2 meters (14 ft) center to center.
A deck crane was used for the construction of the main span of the bridge. A specially designed crane of 45-tonne capacity was used to erect the pylons of the bridge. The structural steel used in the bridge weighs about 13,200 tonnes. The pylons, which are 128 meters (420 ft) in height, are designed as free-standing portals. They are provided with two cross portal members, one at the bottom and another at the top, below the pylon head. The deck is connected to the end piers by bolts embedded in the chambers of the piers. Pylons made of 4 m × 4 m (13 ft × 13 ft) steel boxes of riveted construction were raised on the two side spans of the bridge; one set is on the Calcutta side and the other is on the Howrah side. The six pylons on the Calcutta side of the bridge were installed using 75 MT and 50 MT cranes, while on the Howrah end, a single 50 MT crane was used. Anchorage of the pylon with the base of piers was effected through Dywidag rods, duly anchored in the piers. Cables were erected from the four pylon heads with the help of 32 MT hoist frames. The hoist frames were mounted on top of each pylon. Sheave blocks, winches, and snatch blocks were used to facilitate the lifting, and cables inside the pylons were stressed with jacks. Pressure grouting was performed to fill the voids between the wire and the high-density polyethylene (HDPE) tubes. A two-tonne tower crane, fixed inside the pylons, lifted the cables into position.
The bridge has been subject to prototype wind tunnel tests at the Indian Institute of Science in Bangalore. Bearings are used in vertical and horizontal directions, with grouted collars in four segments at the two end piers and horizontal bearings at the two middle piers to achieve stability against lateral movement. Maurer Söhne expansion joints were provided to allow for 400 millimeters (16 in) horizontal expansion at the free ends. Fixed end slab seal type expansion joints 115 millimeters (4.5 in) were used for horizontal expansion of the joints. Other essential components provided in the bridge structure are the handrails, lightning arresters, crash barriers, gas service support structures, telephone, and electric lines, lifts in the pylons, and a maintenance gantry.
Post-construction
scenario
The post-construction scenario of Vidyasagar Setu
Over the years, several accidents have occurred on the bridge resulting in
traffic congestion, and sometimes closure of the bridge for a few hours. To
relieve the heavy traffic congestion at the entry to the bridge, the Hooghly
River Bridge Commissioners (HRBC) plan to build two one-way exits and
entry–ramps. These are planned with a semi-circular layout in the form of side
wings, which will facilitate easy flow of traffic, before the toll plaza, on
roads leading to the Howrah railway station. There are also plans to improve
the lighting on the bridge by installing LED lamps and searchlights covering
the four pylons, the bridge spans, cables, and under-deck. An electronic toll
collection system was scheduled to be introduced by 2014, to help improve the
flow of traffic across the bridge.
The traffic projections
for the bridge at the planning stage have not been achieved. A traffic survey
carried out for a week during June 2012 recorded traffic of 29,000 vehicles
over the bridge in comparison to a projected 85,000. A survey conducted during
the same period in June 2012 indicated a figure of 31,865 vehicles, though it
is reported by the concerned traffic and transportation engineer that the rate
of increase in traffic has been one percent per year based on traffic
surveys carried out from the time of commissioning of the bridge. The reason
for the fall in traffic during 2012 is attributed to the peak monsoon effect
during the survey period.
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the beauty of the vidyasagar setu |
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